General response observed in cyclically loaded cohesive soils

General response observed in cyclically loaded cohesive soils

dc.creatorNieto Leal, Andres
dc.creatorKaliakin, Victor N.
dc.date2016-04-30
dc.date.accessioned2022-12-15T16:03:58Z
dc.date.available2022-12-15T16:03:58Z
dc.identifierhttps://revistas.unimilitar.edu.co/index.php/rcin/article/view/1673
dc.identifier10.18359/rcin.1673
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5355657
dc.descriptionThe response of cohesive soils subjected to cyclic loading is affected by different factors; the most important are soil type, stress or consolidation history, and specific test conditions. To better understand the behavior of cohesive soils subjected to cyclic loading, beginning in early 1960’s, a rather substantial body of experimental work has been performed. This has involved different types of soils, tested at different values of overconsolidation ratio, and subjected to different cyclic loading histories. This paper compiles the most important findings of the aforementioned experimental work on cohesive soils. It summarizes the general behavioral trends observed for cyclically loaded cohesive soils. Besides, several key characteristics of cyclically loaded cohesive soils that any rational mathematical simulation must account for have been identified, thus offering the general trends that should be taken into account in the development of new constitutive models used in predicting the response of such soils.en-US
dc.descriptionThe response of cohesive soils subjected to cyclic loading is affected by different factors; the most important are soil type, stress or consolidation history, and specific test conditions. To better understand the behavior of cohesive soils subjected to cyclic loading, beginning in early 1960’s, a rather substantial body of experimental work has been performed. This has involved different types of soils, tested at different values of overconsolidation ratio, and subjected to different cyclic loading histories. This paper compiles the most important findings of the aforementioned experimental work on cohesive soils. It summarizes the general behavioral trends observed for cyclically loaded cohesive soils. Besides, several key characteristics of cyclically loaded cohesive soils that any rational mathematical simulation must account for have been identified, thus offering the general trends that should be taken into account in the development of new constitutive models used in predicting the response of such soils.es-ES
dc.formatapplication/pdf
dc.formattext/html
dc.languageeng
dc.languagespa
dc.publisherUniversidad Militar Nueva Granadaes-ES
dc.relationhttps://revistas.unimilitar.edu.co/index.php/rcin/article/view/1673/1475
dc.relationhttps://revistas.unimilitar.edu.co/index.php/rcin/article/view/1673/1756
dc.relation/*ref*/Taylor, P.W. and Bacchus, D.R. (1969). Dynamic cyclic strain tests on a clay. In Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering, 1, pp. 401-409.
dc.relation/*ref*/Brown, S.F., Lashine, A.K.F., and Hyde, A.F.L. (1975). Repeated load triaxial testing of a silty clay. Géotechnique, 25(1), pp. 95-114. http://dx.doi.org/10.1680/geot.1975.25.1.95
dc.relation/*ref*/Andersen, K.H., Pool, J.H., Brown, S.F., and Rosen-Brand, W.F. (1980). Cyclic and static laboratory tests on Drammen clay. Journal of Geotechnical Engineering Division, 106(GT5), pp. 499-529.
dc.relation/*ref*/Hyde, A.F.L. and Ward, S.J. (1986). The effect of cyclic loading on the undrained shear strength of a silty clay. Marine Geotechnology, 6(3), pp. 299-314. http://dx.doi.org/10.1080/10641198609388192
dc.relation/*ref*/Ohara, S. and Matsuda, H. (1988). Study on the settlement of saturated clay layer induced by cyclic shear. Soils and Foundations, 28(3), pp. 103-113. http://dx.doi.org/10.3208/sandf1972.28.3_103
dc.relation/*ref*/Yasuhara, K. and Andersen, K.H. (1989). Effect of cyclic loading on recompression of overconsolidated clay. In Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, 1, pp. 485-488.
dc.relation/*ref*/Zergoun, M. (1991). Effective stress response of clay to undrained cyclic loading. (PhD thesis). University of British Columbia, Canada.
dc.relation/*ref*/Zhou, J. and Gong, X. (2001). Strain degradation of saturated clay under cyclic loading. Canadian Geotechnical Journal, 38, pp. 208-212. http://dx.doi.org/10.1139/t00-062
dc.relation/*ref*/Sangrey, D.A. (1968). The behaviour of soils subjected to repeated loading. (PhD thesis). Cornell University, U.S.A.
dc.relation/*ref*/Takahashi, M., Hight, D.W., and Vaughan, P.R. (1980). Effective stress changes observed during undrained cyclic triaxial tests on clay. In International Symposium on Soils under Cyclic and Transient Loading, 1, pp. 201-209.
dc.relation/*ref*/Sheu, W.A. (1984). Modelling of stress strain strength behavior of a clay under cyclic loading. (PhD thesis). University of Colorado, U.S.A.
dc.relation/*ref*/Sangrey, D.A., Henkel, D.J., and Esrig, M.I. (1969). The effective stress response of a saturated clay soil to repeated loading. Canadian Geotechnical Journal, 6(3), pp. 241-252. http://dx.doi.org/10.1139/t69-027
dc.relation/*ref*/France, J.W. and Sangrey, D.A. (1977). Effects of drainage in repeated loading of clays. Journal of the Geotechnical Engineering Division, 103 (GT7), pp. 769-785.
dc.relation/*ref*/Ishihara, K. and Yasuda, S. (1980). Cyclic strengths of undisturbed cohesive soils of western Tokyo. In Internatioal Symposium on Soils under Cyclic and Transient Loading, pp. 57-66.
dc.relation/*ref*/Matsui, T., Ohara, H., and Ito, T. (1980). Cyclic stress strain history and shear characteristics of clay. Journal of the geotechnical Engineering Division, 106 (GT10), pp. 1101-1120.
dc.relation/*ref*/Meimon, Y. and Hicher, P.Y. (1980). Mechanical behaviour of clays under cyclic loading. In International Symposium on Soils under Cyclic and Transient Loading, pp. 77-87.
dc.relation/*ref*/Yasuhara, K., Yamanouchi, T., and Hirao, K. (1982). Cyclic strength and deformation of normally consolidated clay. Soils and Foundations, 22(3), pp. 77-91. http://dx.doi.org/10.3208/sandf1972.22.3_77
dc.relation/*ref*/Hyodo, M., Yasuhara, K., Murata, H., and Hirao, K. (1988). Behaviour of soft clay deposit subjected to long-term cyclic shear stresses. Technical Report in Yamaguchi University, pp. 171-181.
dc.relation/*ref*/Ansal, A.M. and Erken, A. (1989). Undrained behavior of clay under cyclic shear stresses. Journal of Geotechnical Engineering, 115 (7), pp. 968-983. http://dx.doi.org/10.1061/(ASCE)0733-9410(1989)115:7(968)
dc.relation/*ref*/Díaz-Rodríguez, A. (1989). Behavior of Mexico City clay subjected to undrained repeated loading. Canadian Geotechnical Journal, 26, pp. 159-162. http://dx.doi.org/10.1139/t89-016
dc.relation/*ref*/Konrad, J.M. and Wagg, B.T. (1993). Undrained cyclic loading of anisotropically consolidated clayey silts. Journal of Geotechnical Engineering, 119 (5), pp. 929-949. http://dx.doi.org/10.1061/(ASCE)0733-9410(1993)119:5(929)
dc.relation/*ref*/McCarron, W. O., Lawrence, J. C., Werner, R. J., Germaine, J.T., and Cauble, J. T. (1995). Cyclic direct simple shear testing of a Beaufort Sea clay. Canadian Geotechnical Journal, 32, pp. 584-600. http://dx.doi.org/10.1139/t95-061
dc.relation/*ref*/Yasuhara, K. (1997). Effect of initial static shear stress on post cyclic degradation of plastic silt. In Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, pp. 1-4.
dc.relation/*ref*/Moses, G.G., Rao, S.N., and Rao, P.N. (2003). Undrained strength behavior of a cemented marine clay under monotonic and cyclic loading. Ocean Engineering, 30, pp. 1765-1789. http://dx.doi.org/10.1016/S0029-8018(03)00018-0
dc.relation/*ref*/Moses, G.G. and Rao, S.N. (2007). Behavior of marine clay subjected to cyclic loading with sustained shear stress. Marine Georesources and Geotechnology, 25(2), pp. 81-96. http://dx.doi.org/10.1080/10641190701334198
dc.relation/*ref*/Hanna, A.M. and Javed, K. (2008). Design of foundations on sensitive Champlayn lay subjected to cyclic loading. Journal of Geotechnical and Environmental Engineering, 134(7), pp. 929-937. http://dx.doi.org/10.1061/(ASCE)1090-0241(2008)134:7(929)
dc.relation/*ref*/Tang, Y.Q., Zhou, J., and Liu, S. (2011). Test on cyclic creep behavior of Mucky clay in Shangay under step cyclic loading. Environmental Earth Sciences, 63, pp. 321- 327. http://dx.doi.org/10.1007/s12665-010-0703-3
dc.relation/*ref*/Li, L.L., Dan, H.B., and Wang, L.Z. (2011). Undrained behavior of natural marine clay under cyclic loading. Ocean Engineering, 38 (16), pp. 1792-1805. http://dx.doi.org/10.1016/j.oceaneng.2011.09.004
dc.relation/*ref*/Thiers, G.R. and Seed, H.B. (1968). Cyclic stress strain characteristics of clay. Soil Mechanics and Foundations Division, 94 (SM2), pp. 555-569.
dc.relation/*ref*/Idriss, I.M., Dobry, R., and Singh, R. (1978). Nonlinear behavior of soft clays during cyclic loading. Journal of the Geotechnical Engineering Division, ASCE, 104(GT12), pp. 1427-1448.
dc.relation/*ref*/Koutsoftas, D.C. (1978). Effect of cyclic loads on undrained strength of two marine clays. Journal of Geotechnical Engineering, ASCE, 104(GT5), pp. 609 - 620.
dc.relation/*ref*/Procter, D.C. and Khaffaf, J.H. (1984). Cyclic triaxial tests on remolded clays. Journal of Geotechnical Engineering, 110(10), pp. 1431-1445. http://dx.doi.org/10.1061/(ASCE)0733-9410(1984)110:10(1431)
dc.relation/*ref*/Fujiwara, H., Ue, S., and Yasuhara, K. (1987). Secondary compression of clay under repeated loading. Soils and Foundations, 27(2), pp. 21-30. doi: 10.3208/sandf1972.27.2_21. http://dx.doi.org/10.3208/sandf1972.27.2_21
dc.relation/*ref*/Vucetic, M. and Dobry, R. (1988). Degradation of marine clays under cyclic loading. Journal of Geotechnical Engineering,114(2), pp. 133-149. http://dx.doi.org/10.1061/(ASCE)0733-9410(1988)114:2(133)
dc.relation/*ref*/Azzouz, A.S., Malek, A.M., and Baligh, M.M. (1989). Cyclic behavior of clays in undrained simple shear. Journal of Geotechnical Engineering, 115(5), pp. 637-657. doi: 10.1061/(ASCE)0733-9410(1989)115:5(637). http://dx.doi.org/10.1061/(ASCE)0733-9410(1989)115:5(637)
dc.relation/*ref*/Vucetic, M. (1990). Normalized behavior of clay under irregular cyclic loading. Canadian Geotechnical Journal, 27(1), pp. 29-46. http://dx.doi.org/10.1139/t90-004
dc.relation/*ref*/Hirao, K. and Yasuhara, K. (1991). Cyclic strength of underconsolidated clay. Soils and Foundations, 31(4), pp. 180-186. http://dx.doi.org/10.3208/sandf1972.31.4_180
dc.relation/*ref*/O'Reilly, M.P., Brown, S.F., and Overy, R.F. (1991). Cyclic loading of silty clay with drainage periods. Journal of Geotechnical Engineering, 117(2), pp. 354-362. http://dx.doi.org/10.1061/(ASCE)0733-9410(1991)117:2(354)
dc.relation/*ref*/Cao, Y.L. and Law, K.T. (1992). Energy dissipation and dynamic behavior of clay under cyclic loading. Canadian Geotechnical Journal, 29(1), pp. 103-111. http://dx.doi.org/10.1139/t92-011
dc.relation/*ref*/Hyodo, M., Yasuhara, K., and Hirao, K. (1992). Prediction of clay behaviour in undrained and partially drained cyclic triaxial tests. Soils and Foundations, 32 (4), pp. 117-127. http://dx.doi.org/10.3208/sandf1972.32.4_117
dc.relation/*ref*/Lefebvre, G. and Pfendler, P. (1996). Strain rate and preshear effects in cyclic resistance of soft clay. Journal of Geotechnical Engineering, 122(1), pp. 21-26. . http://dx.doi.org/10.1061/(ASCE)0733-9410(1996)122:1(21)
dc.relation/*ref*/Ansal, A.M., Iyisan, R., and Yildirim, H. (2001). The cyclic behaviour of soils and effects of geotechnical factors in microzonation. Soil Dynamics and Earthquake Engineering, 21(5), pp. 445-452. http://dx.doi.org/10.1016/S0267-7261(01)00026-4
dc.relation/*ref*/Yasuhara, K., Murakami, S., Song, B.W., Yokokawa, S., and Hyde, A.F.L. (2003). Postcyclic degradation of strength and stiffness for low plasticity silt. Journal of Geotechnical and Geoenvironmental Engineering, 129(8), pp. 756-769. http://dx.doi.org/10.1061/(ASCE)1090-0241(2003)129:8(756)
dc.relation/*ref*/Yildirim, H. and Ersan, H. (2007). Settlements under consecutive series of cyclic loading. Soil Dynamics and Earthquake Engineering, 27(6), pp. 577-585. http://dx.doi.org/10.1016/j.soildyn.2006.10.007
dc.relation/*ref*/Dahl, K. R., DeJong, J. T., Boulanger, R. W., Pyke, R., and Wahl, D. (2014). Characterization of an alluvial silt and clay deposit for monotonic, cyclic and postcyclic behavior. Canadian Geotechnical Journal, 51(4), pp. 432-440. http://dx.doi.org/10.1139/cgj-2013-0057
dc.relation/*ref*/Seed, H.B. and Chan, C.K. (1966). Clay strength under earthquake loading conditions. Soil Mechanics and Foundations Division, 92 (SM2), pp. 53-78.
dc.relation/*ref*/Yasuhara, K., Hirao, K., and Hyde, A.F.L. (1992). Effects of cyclic loading on undrained strength and compressibility of clay. Soils and Foundations, 32(1), pp. 100-116. http://dx.doi.org/10.3208/sandf1972.32.100
dc.relation/*ref*/Hyodo, M., Sugiyama, M., Yasufuku, N., Murata, H., and Kawata, Y. (1993). Cyclic shear behaviour of clay subjected to initial shear stress. Technical Report 2, Yamaguchi University.
dc.relation/*ref*/Hyodo, M., Yamamoto, Y., and Sugiyama, M. (1994). Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress. Soils and Foundations, 34(4), pp. 1-11. http://dx.doi.org/10.3208/sandf1972.34.4_1
dc.relation/*ref*/Yilmaz, M.T., Pekcan, O., and Turkey, B.S. (2004). Undrained cyclic shear and deformation behavior of silt clay mixtures of Adapazari, Turkey. Soil Dynamics and Earthquake Engineering, 24(7), pp. 497- 507. http://dx.doi.org/10.1016/j.soildyn.2004.04.002
dc.relation/*ref*/Hyde, A.F.L., Higuchi, T., and Yasuhara, K. (2007). Post-cyclic recompression, stiffness, and consolidated cyclic strength of silt. Journal of Geotechnical and Environmental Engineering, 133(4), pp. 416-423. http://dx.doi.org/10.1061/(ASCE)1090-0241(2007)133:4(416)
dc.relation/*ref*/Okur, D. V. and Ansal, A. (2007). Stiffness degradation of natural fine grained soils during cyclic loading. Soil Dynamics and Earthquake Engineering, 27(9), pp. 843-854. http://dx.doi.org/10.1016/j.soildyn.2007.01.005
dc.relation/*ref*/Beroya, M.A.A., Aydin, A., and Katzenbach, R. (2009). Insight into the effects of clay mineralogy on the cyclic behavior of silt clay mixtures. Engineering Geology, 106(3-4), pp. 154-162. http://dx.doi.org/10.1016/j.enggeo.2009.03.006
dc.relation/*ref*/Yasuhara, K. and Andersen, K.H. (1991). Recompression of normally consolidated clay after cyclic loading. Soils and Foundations, 31(1), pp. 83-94. http://dx.doi.org/10.3208/sandf1972.31.83
dc.relation/*ref*/Vucetic, M. and Dobry, R. (1991). Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering, 117(1), pp. 89-107. http://dx.doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)
dc.relation/*ref*/Castro, G. and Christian, J.T. (1976). Shear strength of soils and cyclic loading. Journal of Geotechnical Engineering Division, 102 (GT9), pp. 887-894.
dc.relation/*ref*/Erken, A. and Ulker, B.M.C. (2007). Effect of cyclic loading on monotonic shear strength of fine-grained soils. Engineering Geology, 89(3-4), pp. 243-257. http://dx.doi.org/10.1016/j.enggeo.2006.10.008
dc.relation/*ref*/Lee, K.L and Focht, J.A. (1976). Strength of clay subjected to cyclic loading. Marine Geotechnology, 3, pp. 165-185. http://dx.doi.org/10.1080/10641197609388162
dc.relation/*ref*/Nieto-Leal, A. and Kaliakin, V. (2013). Behavior of cohesive soils subjected to cyclic loading "an extensive review of pertinent literature". Technical report, Department of Civil and Environmental Engineering, University of Delaware, Newark, DE. USA.
dc.relation/*ref*/Larew, H.G. and Leonards, G.G. (1962). A strength criterion for repeated loads. In Proceedings of the highway research board, 41, pp. 526-556.
dc.relation/*ref*/Wilson, N.E. and Elgohary, M.M. (1974). Consolidation of soils under cyclic loading. Canadian Geotechnical Journal, 11(3), pp. 420-423. http://dx.doi.org/10.1139/t74-042
dc.relation/*ref*/Lefebvre, G., LeBoeuf, D., and Demers, B. (1989). Stability threshold for cyclic loading of saturated clay. Canadian Geotechnical Journal, 26(1), pp. 122 131.http://dx.doi.org/10.1139/t89-013
dc.relation/*ref*/Vucetic, M. (1994). Cyclic threshold shear strains in soils. Journal of Geotechnical Engineering, 120(12), pp. 2208-2228. http://dx.doi.org/10.1061/(ASCE)0733-9410(1994)120:12(2208)
dc.relation/*ref*/Hsu, C.C. and Vucetic, M.V. (2006). Threshold shear strain for cyclic porewater pressure in cohesive soils. Journal of Geotechnical and Geoenvironmental Engineering, 132(10), pp. 1325-1335. http://dx.doi.org/10.1061/(ASCE)1090-0241(2006)132:10(1325)
dc.relation/*ref*/Díaz-Rodríguez, A. and Santamarina, J. C. (2001). Mexico City soil behavior at different strains: Observations and physical interpretation. Journal of Geotechnical and Geoenvironmental Engineering, 127(9), pp. 783-789. http://dx.doi.org/10.1061/(ASCE)1090-0241(2001)127:9(783)
dc.relation/*ref*/Santamarina, J. C. (2001). Soils and Waves. J. Wiley and Sons, Chichester, UK. In collaboration with Klein, K. and Fam, M.
dc.relation/*ref*/Díaz-Rodríguez, J.A. and López-Molina, J.A. (2008). Stress thresholds in soil dynamics. In The 14th World Conference on Earthquake Engineering, pp. 8.
dc.relation/*ref*/Zergoun, M. and Vaid, Y.P. (1994) Effective stress response of clay to undrained cyclic loading. Canadian Geotechnical Journal, 31, pp. 714-727. http://dx.doi.org/10.1139/t94-083
dc.relation/*ref*/Hyodo, M., Hyde, A., Yamamoto, Y., and Fujii, T. (1999). Cyclic shear strength of undisturbed and remolded marine clays. Soils and Foundations, 39(2), pp. 45-58. http://dx.doi.org/10.3208/sandf.39.2_45
dc.relation/*ref*/Saglam, S. and Sadik-Bakir, B. (2014). Cyclic response of saturated silts. Soil Dynamics and Earthquake Engineering, 61-62, pp. 164-175. http://dx.doi.org/10.1016/j.soildyn.2014.02.011
dc.relation/*ref*/Lefebvre, G. and LeBoeuf, D. (1987). Rate effects and cyclic loading of sensitive clays. Journal of Geotechnical Engineering, 113(GT5), pp. 476-489. http://dx.doi.org/10.1061/(ASCE)0733-9410(1987)113:5(476)
dc.relation/*ref*/Mesri, G. (2013). Discussion of "cyclic tests on high quality undisturbed block samples of soft marine Norwegian clay". Canadian Geotechnical Journal, 50(11), pp. 1188-1190. http://dx.doi.org/10.1139/cgj-2013-0331
dc.relation/*ref*/Wichtmann, T., Andersen, K.H., Sjursen, M.A., and Berre, T. (2013). Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay. Canadian Geotechnical Journal, 50(4), pp. 400-412. http://dx.doi.org/10.1139/cgj-2011-0390
dc.relation/*ref*/Sangrey, D. A., Pollard, W. S., and Egan, J. A. (1978). Errors associated with rate of undrained cyclic testing of clay soils. Dynamic Geotechnical Testing, ASTM STP 654, pp. 280-294. http://dx.doi.org/10.1520/STP35682S
dc.relation/*ref*/Idriss, I.M., Moriwaki, Y., Wright, S.G., Doyle, E.H., and Ladd, R.S. (1980). Behavior of normally consolidated clay under simulated earthquake and ocean wave loading conditions. In International Symposium on Soils under Cyclic and Transient Loading, pp. 437-445.
dc.relation/*ref*/Lee, C.J. and Sheo, S.F. (2007). The stiffness degradation and damping ratio evolution of Taipei silty clay under cyclic straining. Soil Dynamics and Earthquake Engineering, 27, pp. 730-740. http://dx.doi.org/10.1016/j.soildyn.2006.12.008
dc.relation/*ref*/Zapata-Medina, D.G., Finno, R.J., and Vega-Posada, C.A. (2014). Stress history and sampling disturbance effects on monotonic and cyclic responses of overconsolidated Bootlegger Cove clays. Canadian Geotechnical Journal, 51, pp. 599-609. http://dx.doi.org/10.1139/cgj-2013-0292
dc.relation/*ref*/Gratchev, I.B. and Sassa, K. (2013). Cyclic shear strength of soil with different pore fluids. Journal of Geotechnical and Geoenvironmental Engineering, 139(10), pp. 1817-1821. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000901
dc.relation/*ref*/Matsui, T., Bahr, M.A., and Abe, N. (1992). Estimation of shear characteristics degradation and stress-strain relationship of saturated clays after cyclic loading. Soils and Foundations, 32(1), pp. 161-172. http://dx.doi.org/10.3208/sandf1972.32.161
dc.relation/*ref*/Yasuhara, K. and Hyde, A.F.L. (1997). Method for estimating postcyclic undrained secant modulus of clays. Journal of Geotechnical and Geoenvironmental Engineering, 123 (3), pp. 204-211. http://dx.doi.org/10.1061/(ASCE)1090-0241(1997)123:3(204)
dc.relation/*ref*/Wang, J., Guo, L., Cai, Y., Xu, C., and Gu, C. (2013). Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles. Ocean Engineering, 74, pp. 125-132. http://dx.doi.org/10.1016/j.oceaneng.2013.10.005
dc.relation/*ref*/Kvalstad, T.J. and Dahlberg, R. (1980). Cyclic behaviour of clay as measured in laboratory. In International Symposium on Soils under Cyclic and Transient Loading, pp. 157-167.
dc.relation/*ref*/Wang, S., Luna, R., and Yang, J. (2013). Postcyclic behavior of low plasticity silt with limited excess pore pressures. Soil Dynamics and Earthquake Engineering, 54, pp. 39-46. http://dx.doi.org/10.1016/j.soildyn.2013.07.016
dc.relation/*ref*/Wang, S., Onyejekwe, S., and Yang, J. (2014). Threshold strain for postcyclic shear strength change of Mississippi river valley silt due to cyclic triaxial loading. Journal of Testing and Evaluation, ASTM, 42 (1), pp. 1-9. http://dx.doi.org/10.1520/JTE20120210
dc.rightsDerechos de autor 2016 Ciencia e Ingeniería Neogranadinaes-ES
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0es-ES
dc.sourceCiencia e Ingenieria Neogranadina; Vol. 26 No. 1 (2016); 21-39en-US
dc.sourceCiencia e Ingeniería Neogranadina; Vol. 26 Núm. 1 (2016); 21-39es-ES
dc.sourceCiencia e Ingeniería Neogranadina; v. 26 n. 1 (2016); 21-39pt-BR
dc.source1909-7735
dc.source0124-8170
dc.subjectCohesive soilsen-US
dc.subjectcyclic loadingen-US
dc.subjectpost-cyclic responseen-US
dc.subjectcohesive soilses-ES
dc.subjectcyclic loadinges-ES
dc.subjectpost-cyclic responsees-ES
dc.titleGeneral response observed in cyclically loaded cohesive soilsen-US
dc.titleGeneral response observed in cyclically loaded cohesive soilses-ES
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


Este ítem pertenece a la siguiente institución