decourt quaresma helice continua (CORRETO)

Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original

PROFUNDIDADEXCAPACIDADE
	profundidade (cm)	capacidade do solo
	Ø35cm	Ø40cm	Ø50cm	Ø60cm	Ø70cm	Ø80cm	Ø90cm	Ø100cm
	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)	Rp(KN)	Rl(KN)
	1	19.6271001033	63.5299847726	25.6353960533	65.3451271947	40.0553063333	90.7571211037	57.6796411199	108.9085453244	78.5084004132	127.0599695452	102.5415842132	145.2113937659	129.7791925198	163.3628179867	160.2212253331	181.5142422074
	2	50.7995532085	127.0599695452	66.3504368438	130.6902543893	103.6725575685	181.5142422074	149.2884828986	217.8170906489	203.1982128342	254.1199390904	265.4017473753	290.4227875319	335.8990865218	326.7256359733	414.6902302739	363.0284844148
	3	96.9809652163	190.5899543178	126.6690157927	196.035381584	197.9203371762	272.2713633111	285.0052855337	326.7256359733	387.9238608653	381.1799086356	506.676063171	435.6341812978	641.2618924507	490.08845396	791.6813487046	544.5427266222
	4	161.6349420272	254.1199390904	211.1150263212	261.3805087787	329.8672286269	363.0284844148	475.0088092228	435.6341812978	646.5397681088	508.2398781807	844.4601052849	580.8455750637	1068.7698207512	653.4512719467	1319.4689145077	726.0569688296
	5	229.7525247387	317.649923863	300.0849302709	326.7256359733	468.8827035483	453.7856055185	675.1910931095	544.5427266222	919.0100989546	635.2998477259	1200.3397210836	726.0569688296	1519.1799594964	816.8140899333	1875.5308141931	907.5712110371
	6	294.4065015495	381.1799086356	384.5309407994	392.070763168	600.829594999	544.5427266222	865.1946167986	653.4512719467	1177.6260061981	762.3598172711	1538.1237631976	871.2683625956	1946.6878877969	980.17690792	2403.3183799962	1089.0854532445
	7	349.8241959589	453.0176606476	456.9132355381	388.3008519837	713.9269305283	647.1680866395	1028.0547799607	776.6017039674	1399.2967838354	906.0353212953	1827.6529421524	1035.4689386232	2313.1232549116	1164.9025559511	2855.7077221131	1294.336173279
	8	409.860031569	524.8554126597	535.3273881717	449.8760679941	836.4490440183	749.7934466568	1204.4866233863	899.7521359881	1639.4401262758	1049.7108253195	2141.3095526868	1199.6695146508	2710.0949026192	1349.6282039822	3345.7961760731	1499.5868933135
	9	467.5867965787	596.6931646718	610.7256118579	511.4512840044	954.2587685279	852.418806674	1374.1326266802	1022.9025680088	1870.3471863147	1193.3863293436	2442.9024474314	1363.8700906784	3091.7984100304	1534.3538520133	3817.0350741116	1704.8376133481
	10	523.004490988	668.5309166839	683.1079065966	573.0265000148	1067.3561040571	955.0441666913	1536.9927898423	1146.0530000296	2092.017963952	1337.0618333678	2732.4316263863	1528.0706667061	3458.2337771451	1719.0795000443	4269.4244162285	1910.0883333826
	11	579.5767206975	740.368668696	756.998165809	507.6813728201	1182.8096340766	1057.6695267086	1703.2458730702	1269.2034320503	2318.3068827901	1480.737337392	3027.992663236	1692.2712427337	3832.303214408	1903.8051480754	4731.2385363062	2115.3390534171
	12	745.0601137254	802.6769229922	973.139740376	550.4070329089	1520.5308443375	1146.6813185603	2189.5644158459	1376.0175822723	2980.2404549014	1605.3538459844	3892.5589615039	1834.6901096964	4926.5199356534	2064.0263734085	6082.1233773498	2293.3626371205
	13	852.8167417435	864.9851772884	1113.8830912568	593.1326929978	1740.4423300887	1235.693110412	2506.2369553278	1482.8317324944	3411.2669669739	1729.9703545768	4455.5323650272	1977.1089766592	5639.0331494875	2224.2475987416	6961.769320355	2471.386220824
decourt helice Ø 30
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.35	tipo de estaca	helice continua	raio(m)	0.175
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.096211275	1	1.0995574288
	1	8	argila siltosa	0.3	120	6	0.096211275	1	14	1.0995574288	1	680	57.7778	19.6271001033	63.5299847726	83.1570848759	41.5785424379	9.8135500517	31.7649923863
	2	9	argila siltosa	0.3	120	9	0.096211275	1	14	1.0995574288	1	1760	115.5556	50.7995532085	127.0599695452	177.8595227537	88.9297613769	25.3997766043	63.5299847726
	3	10	argila siltosa	0.3	120	13	0.096211275	1	14	1.0995574288	1	3360	173.3333	96.9809652163	190.5899543178	287.5709195341	143.785459767	48.4904826082	95.2949771589
	4	21	argila siltosa	0.3	120	19	0.096211275	1	14	1.0995574288	1	5600	231.1111	161.6349420272	254.1199390904	415.7548811176	207.8774405588	80.8174710136	127.0599695452
	5	25	argila siltosa	0.3	120	20	0.096211275	1	14	1.0995574288	1	7960	288.8889	229.7525247387	317.649923863	547.4024486016	273.7012243008	114.8762623693	158.8249619315
	6	13	argila siltosa	0.3	120	19	0.096211275	1	14	1.0995574288	1	10200	346.6667	294.4065015495	381.1799086356	675.5864101851	337.7932050925	147.2032507748	190.5899543178
	7	18	argila arenosa	0.3	120	16	0.096211275	1	17	1.0995574288	1	12120	412.0000	349.8241959589	453.0176606476	802.8418566065	401.4209283033	174.9120979794	226.5088303238
	8	17	argila arenosa	0.3	120	17	0.096211275	1	17	1.0995574288	1	14200	477.3333	409.860031569	524.8554126597	934.7154442287	467.3577221143	204.9300157845	262.4277063299
	9	17	argila arenosa	0.3	120	17	0.096211275	1	17	1.0995574288	1	16200	542.6667	467.5867965787	596.6931646718	1064.2799612505	532.1399806252	233.7933982893	298.3465823359
	10	16	argila arenosa	0.3	120	16	0.096211275	1	17	1.0995574288	1	18120	608.0000	523.004490988	668.5309166839	1191.5354076719	595.767703836	261.502245494	334.265458342
	11	15	argila arenosa	0.3	120	16	0.096211275	1	17	1.0995574288	1	20080	673.3333	579.5767206975	740.368668696	1319.9453893935	659.9726946968	289.7883603488	370.184334348
	12	18	areia siltosa	0.3	400	14	0.096211275	1	14	1.0995574288	1	25813.3333333333	730.0000	745.0601137254	802.6769229922	1547.7370367175	773.8685183588	372.5300568627	401.3384614961
	13	10	areia siltosa	0.3	400	9	0.096211275	1	14	1.0995574288	1	29546.6666666667	786.6667	852.8167417435	864.9851772884	1717.8019190319	858.9009595159	426.4083708717	432.4925886442
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 40
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.4	tipo de estaca	helice continua	raio(m)	0.2
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.1256637061	0.9	1.2566370614
	1	8	argila siltosa	0.3	120	6	0.1256637061	0.9	14	1.2566370614	1	680	57.7778	25.6353960533	65.3451271947	90.980523248	45.490261624	12.8176980266	32.6725635973
	2	9	argila siltosa	0.3	120	9	0.1256637061	0.9	14	1.2566370614	1	1760	115.5556	66.3504368438	130.6902543893	197.0406912332	98.5203456166	33.1752184219	65.3451271947
	3	10	argila siltosa	0.3	120	13	0.1256637061	0.9	14	1.2566370614	1	3360	173.3333	126.6690157927	196.035381584	322.7043973767	161.3521986884	63.3345078964	98.017690792
	4	21	argila siltosa	0.3	120	18.6666666667	0.1256637061	0.9	14	1.2566370614	1	5600	231.1111	211.1150263212	261.3805087787	472.4955350999	236.24776755	105.5575131606	130.6902543893
	5	25	argila siltosa	0.3	120	20	0.1256637061	0.9	14	1.2566370614	1	7960	288.8889	300.0849302709	326.7256359733
626.8105662442	313.4052831221	150.0424651354	163.3628179867
	6	13	argila siltosa	0.3	120	18.6666666667	0.1256637061	0.9	14	1.2566370614	1	10200	346.6667	384.5309407994	392.070763168	776.6017039674	388.3008519837	192.2654703997	196.035381584
	7	18	argila arenosa	0.3	120	16	0.1256637061	0.75	17	1.2566370614	1	12120	412.0000	456.9132355381	388.3008519837	845.2140875218	422.6070437609	228.456617769	194.1504259918
	8	17	argila arenosa	0.3	120	17	0.1256637061	0.75	17	1.2566370614	1	14200	477.3333	535.3273881717	449.8760679941	985.2034561658	492.6017280829	267.6636940859	224.938033997
	9	17	argila arenosa	0.3	120	16.6666666667	0.1256637061	0.75	17	1.2566370614	1	16200	542.6667	610.7256118579	511.4512840044	1122.1768958623	561.0884479311	305.3628059289	255.7256420022
	10	16	argila arenosa	0.3	120	16	0.1256637061	0.75	17	1.2566370614	1	18120	608.0000	683.1079065966	573.0265000148	1256.1344066113	628.0672033057	341.5539532983	286.5132500074
	11	15	argila arenosa	0.3	120	16.3333333333	0.1256637061	0.6	17	1.2566370614	1	20080	673.3333	756.998165809	507.6813728201	1264.6795386291	632.3397693146	378.4990829045	253.8406864101
	12	18	areia siltosa	0.3	400	14.3333333333	0.1256637061	0.6	14	1.2566370614	1	25813.3333333333	730.0000	973.139740376	550.4070329089	1523.5467732849	761.7733866425	486.569870188	275.2035164545
	13	10	areia siltosa	0.3	400	9	0.1256637061	0.6	14	1.2566370614	1	29546.6666666667	786.6667	1113.8830912568	593.1326929978	1707.0157842545	853.5078921273	556.9415456284	296.5663464989
	informações para inicio de calculo 
	Fator α 
	Tipo de Solo	Tipo de Estaca
	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	Argilas	0.85	0.85	0.3	0.85	1
	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	Areias	0.5	0.5	0.3	0.5	1
	Fator β
	Tipo de Solo	Tipo de Estaca
	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	Argilas	0.85	0.9	1	1.5	3
	Solos Intermediários 	0.6	0.75	1	1.5	3
	Areias	0.5	0.6	1	1.5	3
Planilha5
	METODO DECOURT
	diametro (m)	0.4	tipo de estaca	helice continua	raio(m)	0.2
	Z(m)	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)
	0	argila siltosa	0.3	120	0.1256637061	0.9	1.2566370614
	1	8	argila siltosa	0.3	120	5.6666666667	0.1256637061	0.9	14.3333333333	1.2566370614	1	680	57.7777777778	25.6353960533	65.3451271947	90.980523248
	2	9	argila siltosa	0.3	120	9	0.1256637061	0.9	14.3333333333	1.2566370614	1	1760	115.5555555556	66.3504368438	130.6902543893	197.0406912332
	3	10	argila siltosa	0.3	120	13.3333333333	0.1256637061	0.9	14.3333333333	1.2566370614	1	3360	173.3333333333	126.6690157927	196.035381584	322.7043973767
	4	21	argila siltosa	0.3	120	18.6666666667	0.1256637061	0.9	14.3333333333	1.2566370614	1	5600	231.1111111111	211.1150263212	261.3805087787	472.4955350999
	5	25	argila siltosa	0.3	120	19.6666666667	0.1256637061	0.9	14.3333333333	1.2566370614	1	7960	288.8888888889	300.0849302709	326.7256359733	626.8105662442
	6	13	argila siltosa	0.3	120	18.6666666667	0.1256637061	0.9	14.3333333333	1.2566370614	1	10200	346.6666666667	384.5309407994	392.070763168	776.6017039674
	7	18	argila arenosa	0.3	120	16	0.1256637061	0.75	16.6	1.2566370614	1	12120	412	456.9132355381	388.3008519837	845.2140875218
	8	17	argila arenosa	0.3	120	17.3333333333	0.1256637061	0.75	16.6	1.2566370614	1	14200	477.3333333333	535.3273881717	449.8760679941	985.2034561658
	9	17	argila arenosa	0.3	120	16.6666666667	0.1256637061	0.75	16.6	1.2566370614	1	16200	542.6666666667	610.7256118579	511.4512840044	1122.1768958623
	10	16	argila arenosa	0.3	120	16	0.1256637061	0.75	16.6	1.2566370614	1	18120	608	683.1079065966	573.0265000148	1256.1344066113
	11	15	argila arenosa	0.3	120	16.3333333333	0.1256637061	0.6	16.6	1.2566370614	1	20080	673.3333333333	756.998165809	507.6813728201	1264.6795386291
	12	18	areia siltosa	0.3	400	14.3333333333	0.1256637061	0.6	14	1.2566370614	1	25813.3333333333	730	973.139740376	550.4070329089	1523.5467732849
	13	10	areia siltosa	0.3	400	9.3333333333	0.1256637061	0.6	14	1.2566370614	1	29546.6666666667	786.6666666667	1113.8830912568	593.1326929978	1707.0157842545
decourt helice Ø 50
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.5	tipo de estaca	helice continua	raio(m)	0.25
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.1963495408	1	1.5707963268
	1	8	argila siltosa	0.3	120	6	0.1963495408	1	14	1.5707963268	1	680	57.7778	40.0553063333	90.757121103705131	130.8124	65.4062137185	28.8888888889	20.0276531666
	2	9	argila siltosa	0.3	120	9	0.1963495408	1	14	1.5707963268	1	1760	115.5556	103.6725575685	181.5142422074	285.1868	142.5933998879	57.7777777778	51.8362787842
	3	10	argila siltosa	0.3	120	13	0.1963495408	1	14	1.5707963268	1	3360	173.3333	197.9203371762	272.2713633111	470.1917	235.0958502436	86.6666666667	98.9601685881
	4	21	argila siltosa	0.3	120	18.6666666667	0.1963495408	1	14	1.5707963268	1	5600	231.1111	329.8672286269	363.0284844148	692.8957	346.4478565209	115.5555555556	164.9336143135
	5	25	argila siltosa	0.3	120	20	0.1963495408	1	14	1.5707963268	1	7960	288.8889	468.8827035483	453.7856055185	922.6683	461.3341545334	144.4444444444	234.4413517741
	6	13	argila siltosa	0.3	120	18.6666666667	0.1963495408	1	14	1.5707963268	1	10200	346.6667	600.829594999	544.5427266222	1145.3723	572.6861608106	173.3333333333	300.4147974995
	7	18	argila arenosa	0.3	120	16	0.1963495408	1	17	1.5707963268	1	12120	412.0000	713.9269305283	647.1680866395	1361.0950	680.5475085839	206	356.9634652641
	8	17	argila arenosa	0.3	120	17	0.1963495408	1	17	1.5707963268	1	14200	477.3333	836.4490440183	749.7934466568	1586.2425	793.1212453375	238.6666666667	418.2245220091
	9	17	argila arenosa	0.3	120	16.6666666667	0.1963495408	1	17	1.5707963268	1	16200	542.6667	954.2587685279	852.418806674	1806.6776	903.338787601	271.3333333333	477.1293842639
	10	16	argila arenosa	0.3	120	16	0.1963495408	1	17	1.5707963268	1	18120	608.0000	1067.3561040571	955.0441666913	2022.4003	1011.2001353742	304	533.6780520286
	11	15	argila arenosa	0.3	120	16.3333333333	0.1963495408	1	17	1.5707963268	1	20080	673.3333	1182.8096340766	1057.6695267086	2240.4792	1120.2395803926	336.6666666667	591.4048170383
	12	18	areia siltosa	0.3	400	14.3333333333	0.1963495408	1	14	1.5707963268	1	25813.3333333333	730.0000	1520.5308443375	1146.6813185603	2667.2122	1333.6060814489	365	760.2654221687
	13	10	areia siltosa	0.3	400	9	0.1963495408	1	14	1.5707963268	1	29546.6666666667	786.6667	1740.4423300887	1235.693110412	2976.1354	1488.0677202504	393.3333333333	870.2211650444
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 60
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.6	tipo de estaca	helice continua	raio(m)	0.3
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.2827433388	1	1.8849555922
	1	8	argila siltosa	0.3	120	6	0.2827433388	1	14	1.8849555922	1	680	57.7778
57.6796411199	108.9085453244	166.5882	83.2940932222	28.83982056	54.4542726622
	2	9	argila siltosa	0.3	120	9	0.2827433388	1	14	1.8849555922	1	1760	115.5556	149.2884828986	217.8170906489	367.1055735475	183.5527867737	74.6442414493	108.9085453244
	3	10	argila siltosa	0.3	120	13	0.2827433388	1	14	1.8849555922	1	3360	173.3333	285.0052855337	326.7256359733	611.730921507	305.8654607535	142.5026427668	163.3628179867
	4	21	argila siltosa	0.3	120	18.6666666667	0.2827433388	1	14	1.8849555922	1	5600	231.1111	475.0088092228	435.6341812978	910.6429905206	455.3214952603	237.5044046114	217.8170906489
	5	25	argila siltosa	0.3	120	20	0.2827433388	1	14	1.8849555922	1	7960	288.8889	675.1910931095	544.5427266222	1219.7338197317	609.8669098659	337.5955465548	272.2713633111
	6	13	argila siltosa	0.3	120	18.6666666667	0.2827433388	1	14	1.8849555922	1	10200	346.6667	865.1946167986	653.4512719467	1518.6458887453	759.3229443727	432.5973083993	326.7256359733
	7	18	argila arenosa	0.3	120	16	0.2827433388	1	17	1.8849555922	1	12120	412.0000	1028.0547799607	776.6017039674	1804.6564839281	902.3282419641	514.0273899804	388.3008519837
	8	17	argila arenosa	0.3	120	17	0.2827433388	1	17	1.8849555922	1	14200	477.3333	1204.4866233863	899.7521359881	2104.2387593744	1052.1193796872	602.2433116932	449.8760679941
	9	17	argila arenosa	0.3	120	16.6666666667	0.2827433388	1	17	1.8849555922	1	16200	542.6667	1374.1326266802	1022.9025680088	2397.035194689	1198.5175973445	687.0663133401	511.4512840044
	10	16	argila arenosa	0.3	120	16	0.2827433388	1	17	1.8849555922	1	18120	608.0000	1536.9927898423	1146.0530000296	2683.0457898718	1341.5228949359	768.4963949211	573.0265000148
	11	15	argila arenosa	0.3	120	16.3333333333	0.2827433388	1	17	1.8849555922	1	20080	673.3333	1703.2458730702	1269.2034320503	2972.4493051205	1486.2246525603	851.6229365351	634.6017160251
	12	18	areia siltosa	0.3	400	14.3333333333	0.2827433388	1	14	1.8849555922	1	25813.3333333333	730.0000	2189.5644158459	1376.0175822723	3565.5819981183	1782.7909990591	1094.782207923	688.0087911362
	13	10	areia siltosa	0.3	400	9	0.2827433388	1	14	1.8849555922	1	29546.6666666667	786.6667	2506.2369553278	1482.8317324944	3989.0686878222	1994.5343439111	1253.1184776639	741.4158662472
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 70
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.7	tipo de estaca	helice continua	raio(m)	0.35
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.3848451001	1	2.1991148575
	1	8	argila siltosa	0.3	120	6	0.3848451001	1	14	2.1991148575	1	680	57.7778	78.5084004132	127.0599695452	205.5684	102.7841849792	39.2542002066	63.5299847726
	2	9	argila siltosa	0.3	120	9	0.3848451001	1	14	2.1991148575	1	1760	115.5556	203.1982128342	254.1199390904	457.3181519246	228.6590759623	101.5991064171	127.0599695452
	3	10	argila siltosa	0.3	120	13	0.3848451001	1	14	2.1991148575	1	3360	173.3333	387.9238608653	381.1799086356	769.1037695008	384.5518847504	193.9619304326	190.5899543178
	4	21	argila siltosa	0.3	120	18.6666666667	0.3848451001	1	14	2.1991148575	1	5600	231.1111	646.5397681088	508.2398781807	1154.7796462895	577.3898231448	323.2698840544	254.1199390904
	5	25	argila siltosa	0.3	120	20	0.3848451001	1	14	2.1991148575	1	7960	288.8889	919.0100989546	635.2998477259	1554.3099466806	777.1549733403	459.5050494773	317.649923863
	6	13	argila siltosa	0.3	120	18.6666666667	0.3848451001	1	14	2.1991148575	1	10200	346.6667	1177.6260061981	762.3598172711	1939.9858234693	969.9929117346	588.8130030991	381.1799086356
	7	18	argila arenosa	0.3	120	16	0.3848451001	1	17	2.1991148575	1	12120	412.0000	1399.2967838354	906.0353212953	2305.3321051307	1152.6660525654	699.6483919177	453.0176606476
	8	17	argila arenosa	0.3	120	17	0.3848451001	1	17	2.1991148575	1	14200	477.3333	1639.4401262758	1049.7108253195	2689.1509515953	1344.5754757977	819.7200631379	524.8554126597
	9	17	argila arenosa	0.3	120	16.6666666667	0.3848451001	1	17	2.1991148575	1	16200	542.6667	1870.3471863147	1193.3863293436	3063.7335156583	1531.8667578292	935.1735931573	596.6931646718
	10	16	argila arenosa	0.3	120	16	0.3848451001	1	17	2.1991148575	1	18120	608.0000	2092.017963952	1337.0618333678	3429.0797973198	1714.5398986599	1046.008981976	668.5309166839
	11	15	argila arenosa	0.3	120	16.3333333333	0.3848451001	1	17	2.1991148575	1	20080	673.3333	2318.3068827901	1480.737337392	3799.044220182	1899.522110091	1159.153441395	740.368668696
	12	18	areia siltosa	0.3	400	14.3333333333	0.3848451001	1	14	2.1991148575	1	25813.3333333333	730.0000	2980.2404549014	1605.3538459844	4585.5943008858	2292.7971504429	1490.1202274507	802.6769229922
	13	10	areia siltosa	0.3	400	9	0.3848451001	1	14	2.1991148575	1	29546.6666666667	786.6667	3411.2669669739	1729.9703545768	5141.2373215507	2570.6186607754	1705.633483487	864.9851772884
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 80
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.8	tipo de estaca	helice continua	raio(m)	0.4
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.5026548246	1	2.5132741229
	1	8	argila siltosa	0.3	120	6	0.5026548246	1	14	2.5132741229	1	680	57.7778	102.5415842132	145.21139376592822	160.3194	80.1596809955	28.8888888889	51.2707921066
	2	9	argila siltosa	0.3	120	9	0.5026548246	1	14	2.5132741229	1	1760	115.5556	265.4017473753	290.4227875319	380.9573029308	190.4786514654	57.7777777778	132.7008736876
	3	10	argila siltosa	0.3	120	13	0.5026548246	1	14	2.5132741229	1	3360	173.3333	506.676063171	435.6341812978	680.0093965043	340.0046982521	86.6666666667	253.3380315855
	4	21	argila siltosa	0.3	120	18.6666666667	0.5026548246	1	14	2.5132741229	1	5600	231.1111	844.4601052849	580.8455750637	1075.571216396	537.785608198	115.5555555556	422.2300526425
	5	25	argila siltosa	0.3	120	20	0.5026548246	1	14	2.5132741229	1	7960	288.8889	1200.3397210836	726.0569688296	1489.2286099725	744.6143049862	144.4444444444	600.1698605418
	6	13	argila siltosa	0.3	120	18.6666666667	0.5026548246	1	14	2.5132741229	1	10200	346.6667	1538.1237631976	871.2683625956
1884.7904298642	942.3952149321	173.3333333333	769.0618815988
	7	18	argila arenosa	0.3	120	16	0.5026548246	1	17	2.5132741229	1	12120	412.0000	1827.6529421524	1035.4689386232	2239.6529421524	1119.8264710762	206	913.8264710762
	8	17	argila arenosa	0.3	120	17	0.5026548246	1	17	2.5132741229	1	14200	477.3333	2141.3095526868	1199.6695146508	2618.6428860201	1309.3214430101	238.6666666667	1070.6547763434
	9	17	argila arenosa	0.3	120	16.6666666667	0.5026548246	1	17	2.5132741229	1	16200	542.6667	2442.9024474314	1363.8700906784	2985.5691140981	1492.784557049	271.3333333333	1221.4512237157
	10	16	argila arenosa	0.3	120	16	0.5026548246	1	17	2.5132741229	1	18120	608.0000	2732.4316263863	1528.0706667061	3340.4316263863	1670.2158131931	304	1366.2158131931
	11	15	argila arenosa	0.3	120	16.3333333333	0.5026548246	1	17	2.5132741229	1	20080	673.3333	3027.992663236	1692.2712427337	3701.3259965693	1850.6629982847	336.6666666667	1513.996331618
	12	18	areia siltosa	0.3	400	14.3333333333	0.5026548246	1	14	2.5132741229	1	25813.3333333333	730.0000	3892.5589615039	1834.6901096964	4622.5589615039	2311.2794807519	365	1946.2794807519
	13	10	areia siltosa	0.3	400	9	0.5026548246	1	14	2.5132741229	1	29546.6666666667	786.6667	4455.5323650272	1977.1089766592	5242.1990316939	2621.0995158469	393.3333333333	2227.7661825136
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 90
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	0.9	tipo de estaca	helice continua	raio(m)	0.45
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.6361725124	1	2.8274333882
	1	8	argila siltosa	0.3	120	6	0.6361725124	1	14	2.8274333882	1	680	57.7778	129.7791925198	163.3628179867	293.1420	146.5710052532	64.8895962599	204.2035224833
	2	9	argila siltosa	0.3	120	9	0.6361725124	1	14	2.8274333882	1	1760	115.5556	335.8990865218	326.7256359733	662.6247224952	331.3123612476	167.9495432609	408.4070449667
	3	10	argila siltosa	0.3	120	13	0.6361725124	1	14	2.8274333882	1	3360	173.3333	641.2618924507	490.08845396	1131.3503464108	565.6751732054	320.6309462254	612.61056745
	4	21	argila siltosa	0.3	120	18.6666666667	0.6361725124	1	14	2.8274333882	1	5600	231.1111	1068.7698207512	653.4512719467	1722.2210926979	861.110546349	534.3849103756	816.8140899333
	5	25	argila siltosa	0.3	120	20	0.6361725124	1	14	2.8274333882	1	7960	288.8889	1519.1799594964	816.8140899333	2335.9940494298	1167.9970247149	759.5899797482	1021.0176124167
	6	13	argila siltosa	0.3	120	18.6666666667	0.6361725124	1	14	2.8274333882	1	10200	346.6667	1946.6878877969	980.17690792	2926.8647957169	1463.4323978585	973.3439438985	1225.2211349
	7	18	argila arenosa	0.3	120	16	0.6361725124	1	17	2.8274333882	1	12120	412.0000	2313.1232549116	1164.9025559511	3478.0258108627	1739.0129054314	1156.5616274558	1456.1281949389
	8	17	argila arenosa	0.3	120	17	0.6361725124	1	17	2.8274333882	1	14200	477.3333	2710.0949026192	1349.6282039822	4059.7231066014	2029.8615533007	1355.0474513096	1687.0352549777
	9	17	argila arenosa	0.3	120	16.6666666667	0.6361725124	1	17	2.8274333882	1	16200	542.6667	3091.7984100304	1534.3538520133	4626.1522620436	2313.0761310218	1545.8992050152	1917.9423150166
	10	16	argila arenosa	0.3	120	16	0.6361725124	1	17	2.8274333882	1	18120	608.0000	3458.2337771451	1719.0795000443	5177.3132771894	2588.6566385947	1729.1168885726	2148.8493750554
	11	15	argila arenosa	0.3	120	16.3333333333	0.6361725124	1	17	2.8274333882	1	20080	673.3333	3832.303214408	1903.8051480754	5736.1083624835	2868.0541812417	1916.151607204	2379.7564350943
	12	18	areia siltosa	0.3	400	14.3333333333	0.6361725124	1	14	2.8274333882	1	25813.3333333333	730.0000	4926.5199356534	2064.0263734085	6990.5463090619	3495.2731545309	2463.2599678267	2580.0329667606
	13	10	areia siltosa	0.3	400	9	0.6361725124	1	14	2.8274333882	1	29546.6666666667	786.6667	5639.0331494875	2224.2475987416	7863.2807482291	3931.6403741146	2819.5165747438	2780.309498427
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 100
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1	tipo de estaca	helice continua	raio(m)	0.5
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.7853981634	1	3.1415926536
	1	8	argila siltosa	0.3	120	6	0.7853981634	1	14	3.1415926536	1	680	57.7778	160.2212253331	181.51424220741026	217.9990	108.9995015554	28.8888888889	80.1106126665
	2	9	argila siltosa	0.3	120	9	0.7853981634	1	14	3.1415926536	1	1760	115.5556	414.6902302739	363.0284844148	530.2457858294	265.1228929147	57.7777777778	207.3451151369
	3	10	argila siltosa	0.3	120	13	0.7853981634	1	14	3.1415926536	1	3360	173.3333	791.6813487046	544.5427266222	965.014682038	482.507341019	86.6666666667	395.8406743523
	4	21	argila siltosa	0.3	120	18.6666666667	0.7853981634	1	14	3.1415926536	1	5600	231.1111	1319.4689145077	726.0569688296	1550.5800256188	775.2900128094	115.5555555556	659.7344572539
	5	25	argila siltosa	0.3	120	20	0.7853981634	1	14	3.1415926536	1	7960	288.8889	1875.5308141931	907.5712110371	2164.419703082	1082.209851541	144.4444444444	937.7654070966
	6	13	argila siltosa	0.3	120	18.6666666667	0.7853981634	1	14	3.1415926536	1	10200	346.6667	2403.3183799962	1089.0854532445	2749.9850466629	1374.9925233314	173.3333333333	1201.6591899981
	7	18	argila arenosa	0.3	120	16	0.7853981634	1	17	3.1415926536	1	12120	412.0000	2855.7077221131	1294.336173279	3267.7077221131	1633.8538610566	206	1427.8538610566
	8	17	argila arenosa	0.3	120	17	0.7853981634	1	17	3.1415926536	1	14200	477.3333	3345.7961760731	1499.5868933135	3823.1295094065	1911.5647547032	238.6666666667	1672.8980880366
	9	17	argila arenosa	0.3	120	16.6666666667	0.7853981634	1	17	3.1415926536	1	16200	542.6667	3817.0350741116	1704.8376133481	4359.7017407783	2179.8508703891	271.3333333333	1908.5175370558
	10	16	argila arenosa	0.3	120	16	0.7853981634	1	17	3.1415926536	1	18120	608.0000	4269.4244162285	1910.0883333826	4877.4244162285	2438.7122081143	304	2134.7122081143
	11	15	argila arenosa	0.3	120	16.3333333333	0.7853981634	1	17	3.1415926536	1	20080	673.3333	4731.2385363062	2115.3390534171	5404.5718696396
2702.2859348198	336.6666666667	2365.6192681531
	12	18	areia siltosa	0.3	400	14.3333333333	0.7853981634	1	14	3.1415926536	1	25813.3333333333	730.0000	6082.1233773498	2293.3626371205	6812.1233773498	3406.0616886749	365	3041.0616886749
	13	10	areia siltosa	0.3	400	9	0.7853981634	1	14	3.1415926536	1	29546.6666666667	786.6667	6961.769320355	2471.386220824	7748.4359870216	3874.2179935108	393.3333333333	3480.8846601775
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 110
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1.1	tipo de estaca	helice continua	raio(m)	0.55
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	0.9503317777	1	3.4557519189
	1	8	argila siltosa	0.3	120	6	0.9503317777	1	14	3.4557519189	3.4557519189	1	680	57.7778	193.867682653	251.6455	125.8227302154	28.8888888889	96.9338413265
	2	9	argila siltosa	0.3	120	9	0.9503317777	1	14	3.4557519189	3.4557519189	1	1760	115.5556	501.7751786314	617.3307341869	308.6653670935	57.7777777778	250.8875893157
	3	10	argila siltosa	0.3	120	13	0.9503317777	1	14	3.4557519189	3.4557519189	1	3360	173.3333	957.9344319326	1131.2677652659	565.633882633	86.6666666667	478.9672159663
	4	21	argila siltosa	0.3	120	18.6666666667	0.9503317777	1	14	3.4557519189	3.4557519189	1	5600	231.1111	1596.5573865543	1827.6684976654	913.8342488327	115.5555555556	798.2786932772
	5	25	argila siltosa	0.3	120	20	0.9503317777	1	14	3.4557519189	3.4557519189	1	7960	288.8889	2269.3922851737	2558.2811740625	1279.1405870313	144.4444444444	1134.6961425868
	6	13	argila siltosa	0.3	120	18.6666666667	0.9503317777	1	14	3.4557519189	3.4557519189	1	10200	346.6667	2908.0152397954	3254.6819064621	1627.340953231	173.3333333333	1454.0076198977
	7	18	argila arenosa	0.3	120	16	0.9503317777	1	17	3.4557519189	3.4557519189	1	12120	412.0000	3455.4063437569	3867.4063437569	1933.7031718784	206	1727.7031718784
	8	17	argila arenosa	0.3	120	17	0.9503317777	1	17	3.4557519189	3.4557519189	1	14200	477.3333	4048.4133730485	4525.7467063818	2262.8733531909	238.6666666667	2024.2066865242
	9	17	argila arenosa	0.3	120	16.6666666667	0.9503317777	1	17	3.4557519189	3.4557519189	1	16200	542.6667	4618.612439675	5161.2791063417	2580.6395531709	271.3333333333	2309.3062198375
	10	16	argila arenosa	0.3	120	16	0.9503317777	1	17	3.4557519189	3.4557519189	1	18120	608.0000	5166.0035436365	5774.0035436365	2887.0017718183	304	2583.0017718183
	11	15	argila arenosa	0.3	120	16.3333333333	0.9503317777	1	17	3.4557519189	3.4557519189	1	20080	673.3333	5724.7986289305	6398.1319622639	3199.0659811319	336.6666666667	2862.3993144653
	12	18	areia siltosa	0.3	400	14.3333333333	0.9503317777	1	14	3.4557519189	3.4557519189	1	25813.3333333333	730.0000	7359.3692865933	8089.3692865933	4044.6846432967	365	3679.6846432967
	13	10	areia siltosa	0.3	400	9	0.9503317777	1	14	3.4557519189	3.4557519189	1	29546.6666666667	786.6667	8423.7408776295	9210.4075442962	4605.2037721481	393.3333333333	4211.8704388148
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 120
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1.2	tipo de estaca	escavadahelice continua	raio(m)	0.6
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	1.1309733553	1	3.7699111843
	1	8	argila siltosa	0.3	120	6	1.1309733553	1	14	3.7699111843	1	680	57.7778	230.7185644796	217.81709064889233	288.4963422574	144.2481711287	28.8888888889	115.3592822398
	2	9	argila siltosa	0.3	120	9	1.1309733553	1	14	3.7699111843	1	1760	115.5556	597.1539315943	435.6341812978	712.7094871499	356.354743575	57.7777777778	298.5769657972
	3	10	argila siltosa	0.3	120	13	1.1309733553	1	14	3.7699111843	1	3360	173.3333	1140.0211421347	653.4512719467	1313.354475468	656.677237734	86.6666666667	570.0105710673
	4	21	argila siltosa	0.3	120	18.6666666667	1.1309733553	1	14	3.7699111843	1	5600	231.1111	1900.0352368911	871.2683625956	2131.1463480022	1065.5731740011	115.5555555556	950.0176184456
	5	25	argila siltosa	0.3	120	20	1.1309733553	1	14	3.7699111843	1	7960	288.8889	2700.7643724381	1089.0854532445	2989.653261327	1494.8266306635	144.4444444444	1350.382186219
	6	13	argila siltosa	0.3	120	18.6666666667	1.1309733553	1	14	3.7699111843	1	10200	346.6667	3460.7784671945	1306.9025438934	3807.4451338612	1903.7225669306	173.3333333333	1730.3892335973
	7	18	argila arenosa	0.3	120	16	1.1309733553	1	17	3.7699111843	1	12120	412.0000	4112.2191198429	1553.2034079348	4524.2191198429	2262.1095599214	206	2056.1095599214
	8	17	argila arenosa	0.3	120	17	1.1309733553	1	17	3.7699111843	1	14200	477.3333	4817.9464935453	1799.5042719762	5295.2798268786	2647.6399134393	238.6666666667	2408.9732467727
	9	17	argila arenosa	0.3	120	16.6666666667	1.1309733553	1	17	3.7699111843	1	16200	542.6667	5496.5305067207	2045.8051360177	6039.1971733874	3019.5985866937	271.3333333333	2748.2652533604
	10	16	argila arenosa	0.3	120	16	1.1309733553	1	17	3.7699111843	1	18120	608.0000	6147.9711593691	2292.1060000591	6755.9711593691	3377.9855796845	304	3073.9855796845
	11	15	argila arenosa	0.3	120	16.3333333333	1.1309733553	1	17	3.7699111843	1	20080	673.3333	6812.983492281	2538.4068641006	7486.3168256143	3743.1584128072	336.6666666667	3406.4917461405
	12	18	areia siltosa	0.3	400	14.3333333333	1.1309733553	1	14	3.7699111843	1	25813.3333333333	730.0000	8758.2576633838	2752.0351645447	9488.2576633838	4744.1288316919	365	4379.1288316919
	13	10	areia siltosa	0.3	400	9	1.1309733553	1	14	3.7699111843	1	29546.6666666667	786.6667	10024.9478213112	2965.6634649888	10811.6144879778	5405.8072439889	393.3333333333	5012.4739106556
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso
8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 130
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1.3	tipo de estaca	helice continua	raio(m)	0.65
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	1.3273228961	1	4.0840704497
	1	8	argila siltosa	0.3	120	6	1.3273228961	1	14	4.0840704497	1	680	57.7778	270.7738708129	328.5516	164.2758242953	28.8888888889	135.3869354065
	2	9	argila siltosa	0.3	120	9	1.3273228961	1	14	4.0840704497	1	1760	115.5556	700.8264891628	816.3820447184	408.1910223592	57.7777777778	350.4132445814
	3	10	argila siltosa	0.3	120	13	1.3273228961	1	14	4.0840704497	1	3360	173.3333	1337.9414793108	1511.2748126442	755.6374063221	86.6666666667	668.9707396554
	4	21	argila siltosa	0.3	120	18.6666666667	1.3273228961	1	14	4.0840704497	1	5600	231.1111	2229.902465518	2461.0135766291	1230.5067883146	115.5555555556	1114.951232759
	5	25	argila siltosa	0.3	120	20	1.3273228961	1	14	4.0840704497	1	7960	288.8889	3169.6470759864	3458.5359648752	1729.2679824376	144.4444444444	1584.8235379932
	6	13	argila siltosa	0.3	120	18.6666666667	1.3273228961	1	14	4.0840704497	1	10200	346.6667	4061.6080621936	4408.2747288602	2204.1373644301	173.3333333333	2030.8040310968
	7	18	argila arenosa	0.3	120	16	1.3273228961	1	17	4.0840704497	1	12120	412.0000	4826.1460503712	5238.1460503712	2619.0730251856	206	2413.0730251856
	8	17	argila arenosa	0.3	120	17	1.3273228961	1	17	4.0840704497	1	14200	477.3333	5654.3955375636	6131.7288708969	3065.8644354485	238.6666666667	2827.1977687818
	9	17	argila arenosa	0.3	120	16.6666666667	1.3273228961	1	17	4.0840704497	1	16200	542.6667	6450.7892752486	6993.4559419153	3496.7279709576	271.3333333333	3225.3946376243
	10	16	argila arenosa	0.3	120	16	1.3273228961	1	17	4.0840704497	1	18120	608.0000	7215.3272634262	7823.3272634262	3911.6636317131	304	3607.6636317131
	11	15	argila arenosa	0.3	120	16.3333333333	1.3273228961	1	17	4.0840704497	1	20080	673.3333	7995.7931263575	8669.1264596909	4334.5632298454	336.6666666667	3997.8965631788
	12	18	areia siltosa	0.3	400	14.3333333333	1.3273228961	1	14	4.0840704497	1	25813.3333333333	730.0000	10278.7885077212	11008.7885077212	5504.3942538606	365	5139.3942538606
	13	10	areia siltosa	0.3	400	9	1.3273228961	1	14	4.0840704497	1	29546.6666666667	786.6667	11765.3901513999	12552.0568180666	6276.0284090333	393.3333333333	5882.6950757
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helice Ø 140
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1.4	tipo de estaca	helice continua	raio(m)	0.7
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	1.5393804003	1	4.398229715
	1	8	argila siltosa	0.3	120	6	1.5393804003	1	14	4.398229715	4.398229715	1	680	57.7778	314.0336016528	371.8113794306	185.9056897153	28.8888888889	157.0168008264
	2	9	argila siltosa	0.3	120	9	1.5393804003	1	14	4.398229715	4.398229715	1	1760	115.5556	812.7928513368	928.3484068923	464.1742034462	57.7777777778	406.3964256684
	3	10	argila siltosa	0.3	120	13	1.5393804003	1	14	4.398229715	4.398229715	1	3360	173.3333	1551.6954434611	1725.0287767944	862.5143883972	86.6666666667	775.8477217305
	4	21	argila siltosa	0.3	120	18.6666666667	1.5393804003	1	14	4.398229715	4.398229715	1	5600	231.1111	2586.1590724351	2817.2701835462	1408.6350917731	115.5555555556	1293.0795362176
	5	25	argila siltosa	0.3	120	20	1.5393804003	1	14	4.398229715	4.398229715	1	7960	288.8889	3676.0403958185	3964.9292847074	1982.4646423537	144.4444444444	1838.0201979092
	6	13	argila siltosa	0.3	120	18.6666666667	1.5393804003	1	14	4.398229715	4.398229715	1	10200	346.6667	4710.5040247925	5057.1706914592	2528.5853457296	173.3333333333	2355.2520123963
	7	18	argila arenosa	0.3	120	16	1.5393804003	1	17	4.398229715	4.398229715	1	12120	412.0000	5597.1871353417	6009.1871353417	3004.5935676709	206	2798.5935676709
	8	17	argila arenosa	0.3	120	17	1.5393804003	1	17	4.398229715	4.398229715	1	14200	477.3333	6557.7605051033	7035.0938384367	3517.5469192183	238.6666666667	3278.8802525517
	9	17	argila arenosa	0.3	120	16.6666666667	1.5393804003	1	17	4.398229715	4.398229715	1	16200	542.6667	7481.3887452587	8024.0554119254	4012.0277059627	271.3333333333	3740.6943726294
	10	16	argila arenosa	0.3	120	16	1.5393804003	1	17	4.398229715	4.398229715	1	18120	608.0000	8368.0718558079	8976.0718558079	4488.035927904	304	4184.035927904
	11	15	argila arenosa	0.3	120	16.3333333333	1.5393804003	1	17	4.398229715	4.398229715	1	20080	673.3333	9273.2275311602	9946.5608644935	4973.2804322468	336.6666666667	4636.6137655801
	12	18	areia siltosa	0.3	400	14.3333333333	1.5393804003	1	14	4.398229715	4.398229715	1	25813.3333333333	730.0000	11920.9618196057	12650.9618196057	6325.4809098028	365	5960.4809098028
	13	10	areia siltosa	0.3	400	9	1.5393804003	1	14	4.398229715	4.398229715	1	29546.6666666667	786.6667	13645.0678678958	14431.7345345624	7215.8672672812	393.3333333333	6822.5339339479
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3
decourt helicea Ø 150
	METODO DECOURT
	𝑅 =∝. 𝐶. 𝑁𝑝. 𝐴𝑝 + 𝛽 .10 𝑁𝑙 3 + 1 .U.L
	diametro (m)	1.5	tipo de estaca	helice continua	raio(m)	0.75
	Z	nº golpes	tipo de solo	∝	C(Kpa)	Np	AP(m²)	𝛽	Nl	Al(m²)	L	rp(Kpa)	rl(KPa)	RP(KN)	RL(KN)	R(KN)	Radm	RPadm(KN)	RL(KN)adm
	0	argila siltosa	0.3	120	1.7671458676	1	4.7123889804
	1	8	argila siltosa	0.3	120	6	1.7671458676	1	14	4.7123889804	1	680	57.7778	360.4977569994	272.2713633111	632.7691203105	316.3845601553	180.2488784997	136.1356816556
	2	9	argila siltosa	0.3	120	9	1.7671458676	1	14	4.7123889804	1	1760	115.5556	933.0530181162	544.5427266222	1477.5957447384	738.7978723692	466.5265090581	272.2713633111
	3	10	argila siltosa	0.3	120	13	1.7671458676	1	14	4.7123889804	1	3360
173.3333	1781.2830345854	816.8140899333	2598.0971245188	1299.0485622594	890.6415172927	408.4070449667
	4	21	argila siltosa	0.3	120	18.6666666667	1.7671458676	1	14	4.7123889804	1	5600	231.1111	2968.8050576424	1089.0854532445	4057.8905108868	2028.9452554434	1484.4025288212	544.5427266222
	5	25	argila siltosa	0.3	120	20	1.7671458676	1	14	4.7123889804	1	7960	288.8889	4219.9443319345	1361.3568165556	5581.3011484901	2790.650574245	2109.9721659672	680.6784082778
	6	13	argila siltosa	0.3	120	18.6666666667	1.7671458676	1	14	4.7123889804	1	10200	346.6667	5407.4663549914	1633.6281798667	7041.0945348581	3520.5472674291	2703.7331774957	816.8140899333
	7	18	argila arenosa	0.3	120	16	1.7671458676	1	17	4.7123889804	1	12120	412.0000	6425.3423747545	1941.5042599185	8366.846634673	4183.4233173365	3212.6711873773	970.7521299592
	8	17	argila arenosa	0.3	120	17	1.7671458676	1	17	4.7123889804	1	14200	477.3333	7528.0413961645	2249.3803399703	9777.4217361348	4888.7108680674	3764.0206980823	1124.6901699851
	9	17	argila arenosa	0.3	120	16.6666666667	1.7671458676	1	17	4.7123889804	1	16200	542.6667	8588.3289167511	2557.2564200221	11145.5853367732	5572.7926683866	4294.1644583755	1278.628210011
	10	16	argila arenosa	0.3	120	16	1.7671458676	1	17	4.7123889804	1	18120	608.0000	9606.2049365142	2865.1325000739	12471.3374365881	6235.668718294	4803.1024682571	1432.5662500369
	11	15	argila arenosa	0.3	120	16.3333333333	1.7671458676	1	17	4.7123889804	1	20080	673.3333	10645.286706689	3173.0085801257	13818.2952868147	6909.1476434074	5322.6433533445	1586.5042900628
	12	18	areia siltosa	0.3	400	14.3333333333	1.7671458676	1	14	4.7123889804	1	25813.3333333333	730.0000	13684.7775990371	3440.0439556808	17124.821554718	8562.410777359	6842.3887995186	1720.0219778404
	13	10	areia siltosa	0.3	400	9	1.7671458676	1	14	4.7123889804	1	29546.6666666667	786.6667	15663.9809707987	3707.079331236	19371.0603020347	9685.5301510173	7831.9904853994	1853.539665618
	informações para inicio de calculo 
	Referências do Solo 	Fator α 
	Tipo de solo	rubrica	k (MPA)	α (%)	Tipo de Solo	Tipo de Estaca
	Areia	1	1	1.4	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	areia siltosa	2	0.8	2
	areia silto-argilosa	3	0.7	2.4
	areia argilosa	4	0.6	3	Argilas	0.85	0.85	0.3	0.85	1
	areia argilo-siltosa	5	0.5	2.8	Solos Intermediários 	0.6	0.6	0.3	0.6	1
	silte	6	0.4	3	Areias	0.5	0.5	0.3	0.5	1
	silte arenoso	7	0.55	2.2
	silte areno-argiloso	8	0.45	2.8	Fator β
	silte argiloso	9	0.23	3.4	Tipo de Solo	Tipo de Estaca
	silte argilo- arenoso	10	0.25	3	Escavada em Geral	Escavada (Betonita)	Hélice Continua	Raiz	Injetada sob altas Pressões
	argila	11	0.2	6
	argila arenosa	12	0.35	2.4
	argila areno-siltosa	13	0.3	2.8	Argilas	0.85	0.9	1	1.5	3
	argila siltosa	14	0.22	4	Solos Intermediários 	0.6	0.75	1	1.5	3
	argila silto-arenosa	15	0.33	3	Areias	0.5	0.6	1	1.5	3