›› 2017, Vol. 38 ›› Issue (2): 377-384.doi: 10.16285/j.rsm.2017.02.010
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Chuan-xun1, DONG Xing-quan1, JIN Dan-dan1, XIE Kang-he2
CLC Number:
TU 433
[1] | 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. |
[2] | WANG Yu-ke, WAN Yong-shuai, FANG Hong-yuan, ZENG Chang-nü, SHI Ming-sheng, WU Di, . Experimental study of cyclic behavior of soft clay under circle stress paths [J]. Rock and Soil Mechanics, 2020, 41(5): 1643-1652. |
[3] | REN Lian-wei, CAO Hui, KONG Gang-qiang. Treatment effect of reagent injection mixing ratio on soft clay improved by chemical electroosmosis method [J]. Rock and Soil Mechanics, 2020, 41(4): 1219-1226. |
[4] | REN Yu-xiao, YAN Yue, FU Deng-feng. Study of axial resistance of subsea pipe on shallow foundation [J]. Rock and Soil Mechanics, 2020, 41(4): 1404-1411. |
[5] | 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. |
[6] | 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. |
[7] | SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146. |
[8] | DAI Guo-liang, ZHU Wen-bo, GUO Jing, GONG Wei-ming, ZHAO Xue-liang, . Experiments on vertical uplift bearing capacity of suction caisson foundation in soft clay [J]. Rock and Soil Mechanics, 2019, 40(S1): 119-126. |
[9] | ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, . Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall [J]. Rock and Soil Mechanics, 2019, 40(S1): 281-296. |
[10] | YE Guan-bao, ZHENG Wen-qiang, ZHANG Zhen, . Investigation on distribution of negative friction of frictional piles in large filling sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 440-448. |
[11] | 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. |
[12] | 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. |
[13] | 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. |
[14] | LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274. |
[15] | JIN Dan-dan, WANG Su, LI Chuan-xun. Analysis of consolidation of natural heterogeneous soils with a threshold hydraulic gradient [J]. Rock and Soil Mechanics, 2019, 40(4): 1433-1440. |
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