Undrained deformation behavior of marine clay under two-way cyclic loading

References

• Ansal, A. M., and A. Erken. 1989. Undrained Behavior of Clay under Cyclic Shear Stresses. Journal of Geotechnical Engineering 115 (7): 968–983. doi:10.1061/(ASCE)0733-9410(1989)115:7(968).
   Google Scholar
• Cai, Y. Q., Y. Chen, Z. Cao, and C. Ren. 2018. A Combined Method to Predict the Long-Term Settlements of Roads on Soft Soil under Cyclic Traffic Loadings. Acta Geotechnica 13 (5): 1215–1226. doi:10.1007/s11440-017-0616-3.
   Web of Science ®Google Scholar
• Cai, Y. Q., L. Guo, R. J. Jardine, Z. X. Yang, and J. Wang. 2017. Stress-Strain Response of Soft Clay to Traffic Loading. Géotechnique 67 (5): 446–451. doi:10.1680/jgeot.15.P.224.
   Web of Science ®Google Scholar
• Cai, Y. Q., T. Wu, L. Guo, and J. Wang. 2018. Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation. Journal of Geotechnical and Geoenvironmental Engineering 144 (5): 04018021. doi:10.1061/(ASCE)GT.1943-5606.0001854.
   Web of Science ®Google Scholar
• Chai, J.-C., and N. Miura. 2002. Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil. Journal of Geotechnical and Geoenvironmental Engineering 128 (11): 907–916. doi:10.1061/(ASCE)1090-0241(2002)128:11(907).
   Web of Science ®Google Scholar
• Cui, X., N. Zhang, J. Zhang, and Z. Gao. 2014. In Situ Tests Simulating Traffic-Load-Induced Settlement of Alluvial Silt Subsoil. Soil Dynamics and Earthquake Engineering 58 (3): 10–20. doi:10.1016/j.soildyn.2013.11.010.
   Google Scholar
• Guo, L., Y. Cai, R. J. Jardine, Z. Yang, and J. Wang. 2018. Undrained Behavior of Intact Soft Clay under Cyclic Paths That Match Vehicle Loading Conditions. Canadian Geotechnical Journal 55 (1): 90–106. doi:10.1139/cgj-2016-0636.
   Web of Science ®Google Scholar
• Guo, L., H. Jin, J. Wang, and L. Shi. 2020a. Undrained Monotonic Shear Behavior of Marine Soft Clay after Long-Term Cyclic Loading. Marine Georesources & Geotechnology 38 (7): 854–866. doi:10.1080/1064119X.2019.1636906.
   Web of Science ®Google Scholar
• Guo, L., L. Liu, J. Wang, H. Jin, and Y. Fang. 2020b. Long Term Cyclic Behavior of Saturated Soft Clay under Different Drainage Conditions. Soil Dynamics and Earthquake Engineering 139: 106362. doi:10.1016/j.soildyn.2020.106362.
   Web of Science ®Google Scholar
• Guo, L., J. Wang, Y. Q. Cai, H. L. Liu, Y. F. Gao, and H. L. Sun. 2013. Undrained Deformation Behavior of Saturated Soft Clay under Long-Term Cyclic Loading. Soil Dynamics and Earthquake Engineering 50: 28–37. doi:10.1016/j.soildyn.2013.01.029.
   Web of Science ®Google Scholar
• Gu, C., J. Wang, Y. Q. Cai, Z. X. Yang, and Y. F. Gao. 2012. Undrained Cyclic Triaxial Behavior of Saturated Clays under Variable Confining Pressure. Soil Dynamics and Earthquake Engineering 40: 118–128. doi:10.1016/j.soildyn.2012.03.011.
   Web of Science ®Google Scholar
• Gu, C., Y. Wang, Y. Cui, Y. Cai, and J. Wang. 2019. One-Way Cyclic Behavior of Saturated Clay in 3D Stress State. Journal of Geotechnical and Geoenvironmental Engineering 145 (10): 04019077. doi:10.1061/(ASCE)GT.1943-5606.0002137.
   Web of Science ®Google Scholar
• Hong, Z.-S., X. Bian, Y.-J. Cui, Y.-F. Gao, and L.-L. Zeng. 2013. Effect of Initial Water Content on Undrained Shear Behaviour of Reconstituted Clays. Géotechnique 63 (6): 441–450. doi:10.1680/geot.11.P.114.
   Web of Science ®Google Scholar
• Jin, H., L. Guo, H. L. Sun, L. Shi, and Y. Q. Cai. 2022. Undrained Cyclic Shear Strength and Stiffness Degradation of Overconsolidated Soft Marine Clay in Simple Shear Tests. Ocean Engineering 262: 112270. doi:10.1016/j.oceaneng.2022.112270.
   Web of Science ®Google Scholar
• Law, K. T., Y. L. Cao, and G. N. He. 1990. An Energy Approach for Assessing Seismic Liquefaction Potential. Canadian Geotechnical Journal 27 (3): 320–329. doi:10.1139/t90–043.
   Web of Science ®Google Scholar
• Lekarp, F., U. Isacsson, and A. Dawson. 2000. State of the Art. II: permanent Strain Response of Unbound Aggregates. Journal of Transportation Engineering 126 (1): 76–83. doi:10.1061/(ASCE)0733-947X(2000)126:1(76).
   Web of Science ®Google Scholar
• Li, L. L., H. B. Dan, and L. Z. Wang. 2011. Undrained Behavior of Natural Marine Clay under Cyclic Loading. Ocean Engineering 38 (16): 1792–1805. doi:10.1016/j.oceaneng.2011.09.004.
   Web of Science ®Google Scholar
• Li, D., and E. T. Selig. 1996. Cumulative Plastic Deformation for Fine-Grained Subgrade Soils. Journal of Geotechnical Engineering 122 (12): 1006–1013. doi:10.1061/(ASCE)0733-9410(1996)122:12(1006).
   Google Scholar
• Liu, Z., J. Xue, and G. Mei. 2021. The Impact of Stress Disturbance on Undrained Cyclic Behaviour of a Kaolin Clay and Settlement of Tunnels under Cyclic Loading. Acta Geotechnica 16 (12): 3947–3961. doi:10.1007/s11440-021-01363-x.
   Web of Science ®Google Scholar
• Liu, Z., J. Xue, and M. Yaghoubi. 2021. The Effects of Unloading on Undrained Deformation of a Kaolin Clay under Cyclic Loading. Soil Dynamics and Earthquake Engineering 140 (1): 106434. doi:10.1016/j.soildyn.2020.106434.
   Google Scholar
• Moses, G. G., S. N. Rao, and P. N. Rao. 2003. Undrained Strength Behaviour of a Cemented Marine Clay under Monotonic and Cyclic Loading. Ocean Engineering 30 (14): 1765–1789. doi:10.1016/S0029-8018(03)00018-0.
   Web of Science ®Google Scholar
• Pan, K., and Z. X. Yang. 2020. Evaluation of the Liquefaction Potential of Sand under Random Loading Conditions: equivalent Approach versus Energy-Based Method. Journal of Earthquake Engineering 24 (1): 59–83. doi:10.1080/13632469.2017.1398693.
   Web of Science ®Google Scholar
• Pan, K., Z. H. Yuan, C. F. Zhao, J. H. Tong, and Z. X. Yang. 2022. Undrained Shear and Stiffness Degradation of Intact Marine Clay under Monotonic and Cyclic Loading. Engineering Geology 297 (2): 106502. doi:10.1016/j.enggeo.2021.106502.
   Google Scholar
• Qian, J.-G., Y.-G. Wang, Z.-Y. Yin, and M.-S. Huang. 2016. Experimental Identification of Plastic Shakedown Behavior of Saturated Clay Subjected to Traffic Loading with Principal Stress Rotation. Engineering Geology 214 (11): 29–42. doi:10.1016/j.enggeo.2016.09.012.
   Google Scholar
• Ren, X.-W., Q. Xu, J. Teng, N. Zhao, and L. Lv. 2018. A Novel Model for the Cumulative Plastic Strain of Soft Marine Clay under Long-Term Low Cyclic Loads. Ocean Engineering 149 (2): 194–204. doi:10.1016/j.oceaneng.2017.12.028.
   Google Scholar
• Sharp, R., and J. Booker. 1984. Shakedown of Pavements under Moving Surface Loads. Journal of Transportation Engineering 110 (1): 1–14. doi:10.1061/(ASCE)0733-947X(1984)110:1(1).
   Web of Science ®Google Scholar
• Tang, L., H. Chen, H. Sang, S. Zhang, and J. Zhang. 2015. Determination of Traffic-Load-Influenced Depths in Clayey Subsoil Based on the Shakedown Concept. Soil Dynamics and Earthquake Engineering 77 (10): 182–191. doi:10.1016/j.soildyn.2015.05.009.
   Google Scholar
• Tong, J., T. Wu, L. Guo, Z. Yuan, and H. Jin. 2022. Long-Term Cyclic Behavior of Soft Clay under Different Variable Confining Pressures and Partially Drained Conditions. Transportation Geotechnics 33 (3): 100723. doi:10.1016/j.trgeo.2022.100723.
   Google Scholar
• Wang, Y., Y. Gao, L. Guo, Y. Cai, B. Li, Y. Qiu, and A. H. Mahfouz. 2017. Cyclic Response of Natural Soft Marine Clay under Principal Stress Rotation as Induced by Wave Loads. Ocean Engineering 129 (1): 191–202. doi:10.1016/j.oceaneng.2016.11.031.
   Google Scholar
• Wang, J., L. Guo, Y. Cai, C. Xu, and C. Gu. 2013. Strain and Pore Pressure Development on Soft Marine Clay in Triaxial Tests with a Large Number of Cycles. Ocean Engineering 74: 125–132. doi:10.1016/j.oceaneng.2013.10.005.
   Web of Science ®Google Scholar
• Wang, C., K. Yao, W. Liu, Z. Fu, Y. Yu, and L. Shi. 2022. Accumulative Responses of Soft Clayey Seabed: A Case Study from the Eastern Coast of China. Marine Georesources & Geotechnology: 1–14. doi:10.1080/1064119X.2022.2119453.
   Web of Science ®Google Scholar
• Wei, X., G. Wang, and R. Wu. 2017. Prediction of Traffic Loading–Induced Settlement of Low-Embankment Road on Soft Subsoil. International Journal of Geomechanics 17 (2): 06016016. doi:10.1061/(ASCE)GM.1943-5622.0000719.
   Web of Science ®Google Scholar
• Werkmeister, S., A. R. Dawson, and F. Wellner. 2005. Permanent Deformation Behaviour of Granular Materials. Road Materials and Pavement Design 6 (1): 31–51. doi:10.1080/14680629.2005.9689998.
   Web of Science ®Google Scholar
• Wichtmann, T., and T. Triantafyllidis. 2018. Monotonic and Cyclic Tests on Kaolin: A Database for the Development, Calibration and Verification of Constitutive Models for Cohesive Soils with Focus to Cyclic Loading. Acta Geotechnica 13 (5): 1103–1128. doi:10.1007/s11440-017-0588-3.
   Web of Science ®Google Scholar
• Wu, T., Y. Cai, L. Guo, D. Ling, and J. Wang. 2017. Influence of Shear Stress Level on Cyclic Deformation Behaviour of Intact Wenzhou Soft Clay under Traffic Loading. Engineering Geology 228: 61–70. doi:10.1016/j.enggeo.2017.06.013.
   Web of Science ®Google Scholar
• Wu, T., H. Jin, L. Guo, H. Sun, J. Tong, Y. Jiang, and P. Wei. 2022. Predicting Method on Settlement of Soft Subgrade Soil Caused by Traffic Loading Involving Principal Stress Rotation and Loading Frequency. Soil Dynamics and Earthquake Engineering 152 (1): 107023. doi:10.1016/j.soildyn.2021.107023.
   Google Scholar
• Yang, Z. X., and K. Pan. 2018. Energy-Based Approach to Quantify Cyclic Resistance and Pore Pressure Generation in Anisotropically Consolidated Sand. Journal of Materials in Civil Engineering 30 (9): 04018203. doi:10.1061/(ASCE)MT.1943-5533.0002419.
   Web of Science ®Google Scholar
• Zhou, J., and X. Gong. 2001. Strain Degradation of Saturated Clay under Cyclic Loading. Canadian Geotechnical Journal 38 (1): 208–212. doi:10.1139/t00-062.
   Web of Science ®Google Scholar
• Zhuang, H., J. Wang, and Z. Gao. 2022. Anisotropic and Noncoaxial Behavior of Soft Marine Clay under Stress Path considering the Variation of Principal Stress Direction. International Journal of Geomechanics 22 (6): 04022062. doi:10.1061/(ASCE)GM.1943-5622.0002390.
   Web of Science ®Google Scholar