Citation: | Chen Guogi, Wu Zhongru, Cao Ming, Shen Hongjun. An Investigation on Stability of a Gravity-arch Dam and Its Abutments by Geomechanical Model Test[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(1): 15-24. |
[1] | The Calibration Method for Microscopic Parameters in the Particle Flow Code Model of Rock-like Materials: A Semi-Analytical Lookup Table Approach[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231229 |
[2] | ZHOU Yong-qiang, SHENG Qian, LUO Hong-xing, LENG Xian-lun, FU Xiao-dong, LI Na-na. Dynamic constitutive model for subloading surface of rock materials considering rate effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1818-1826. DOI: 10.11779/CJGE201810008 |
[3] | CONG Yu, WANG Zai-quan, ZHENG Ying-ren, FENG Xia-ting. Experimental study on microscopic parameters of brittle materials based on particle flow theory[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1031-1040. DOI: 10.11779/CJGE201506009 |
[4] | SHI Jian-yong, LEI Sheng. Slope stability analysis method considering transfer of sliding failure surface and influence of engineered berm[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 998-1004. DOI: 10.11779/CJGE201406002 |
[5] | LUO Rong, ZENG Ya-wu, DU Xin. Relationship between macroscopic and mesoscopic mechanical parameters of inhomogenous rock material[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2331-2336. |
[6] | A double yield surface constitutive model for sand based on state-dependent critical state theory[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1764-1771. |
[7] | Numerical implementation for subloading Cam-clay model in ABAQUS[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1). |
[9] | Shao Shengjun, Xie Dingyi. Dynamic Strength and Failure Criterion of Saturated Sand[J]. Chinese Journal of Geotechnical Engineering, 1991, 13(1): 24-33. |
[10] | Zhong Xing, Liao Guohua. Failure Probability of Slope with Multiple Slip Surfaces[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(6): 55-62. |