›› 2016, Vol. 37 ›› Issue (8): 2321-2331.doi: 10.16285/j.rsm.2016.08.026
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DONG Xing-quan1, LI Chuan-xun1, CHEN Meng-meng1, ZHANG Jun1, XIE Kang-he2
CLC Number:
TU 46+2
[1] | MA Jian-jun, HAN Shu-juan, GAO Xiao-juan, LI Da, GUO Ying, . Dynamic response analysis of the partially-embedded single pile affected by scour in layered soils [J]. Rock and Soil Mechanics, 2022, 43(6): 1705-1716. |
[2] | DONG Jian-hua, WU Xiao-lei, SHI Li-jun, YU Xiao-yan, HE Peng-fei, . Calculation method and analysis of horizontal frost heave effect of L-shaped retaining wall in permafrost regions [J]. Rock and Soil Mechanics, 2022, 43(4): 879-890. |
[3] | WANG Jie, LI Chuan-xun, GUO Xiao, LU Meng-meng, . Analytical solution for nonlinear consolidation of soft soil with vertical drains by considering time- and depth-variation of well resistance [J]. Rock and Soil Mechanics, 2022, 43(10): 2828-2840. |
[4] | XIA Cai-chu, XU Ying-jun, WANG Chen-lin, ZHAO Hai-ou, XUE Xiao-dai, . Calculation of air leakage rate in lined cavern for compressed air energy storage based on unsteady seepage process [J]. Rock and Soil Mechanics, 2021, 42(7): 1765-1773. |
[5] | ZHANG Le, DANG Fa-ning, GAO Jun, DING Jiu-long. Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading [J]. Rock and Soil Mechanics, 2021, 42(4): 1078-1087. |
[6] | JIANG Wen-hao, ZHAN Liang-tong. Large strain consolidation of sand-drained ground considering the well resistance and the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2021, 42(3): 755-766. |
[7] | ZHANG Wen-gang, WANG Qi, CHEN Fu-yong, CHEN Long-long, WANG Lu-qi, WANG Lin, ZHANG Yan-mei, WANG Yu-qi, ZHU Xing, . Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties [J]. Rock and Soil Mechanics, 2021, 42(11): 3157-3168. |
[8] | HU An-feng, ZHOU Yu-shan, CHEN Yuan, XIA Chang-qing, XIE Kang-he, . Semi-analytical solutions for one-dimensional nonlinear large strain consolidation of structured soft clay [J]. Rock and Soil Mechanics, 2020, 41(8): 2583-2591. |
[9] | JIANG Liu-hui, LI Chuan-xun, YANG Yi-qing, ZHANG Rui. Approximate analytical solutions for one-dimensional nonlinear consolidation of double-layered soil under time-dependent loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1583-1590. |
[10] | LI Hong-po, CHEN Zheng, FENG Jian-xue, MENG Yu-han, MEI Guo-xiong, . Study on position optimization of horizontal drainage sand blanket of double-layer foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 437-444. |
[11] | HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 655-666. |
[12] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[13] | CHEN Dong, WANG En-yuan, LI Nan, . Study on wave field characteristics of different media models of coal and rock [J]. Rock and Soil Mechanics, 2019, 40(S1): 449-458. |
[14] | LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038. |
[15] | GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107. |