›› 2009, Vol. 30 ›› Issue (12): 3871-3875.
• Numerical Analysis • Previous Articles Next Articles
LAN Si-qing1, WANG Yu-lin1, 2, XIE Kang-he2
CLC Number:
[1] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[2] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[3] | MENG Yu-han, ZHANG Bi-sheng, CHEN Zheng, MEI Guo-xiong, . Consolidation analysis of foundation with sand blankets under ramp loading [J]. Rock and Soil Mechanics, 2020, 41(2): 461-468. |
[4] | 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. |
[5] | ZHANG Lei, WANG Ning-wei, JING Li-ping, FANG Chen, DONG Rui, . Comparative experiments of different electrode materials on electro-osmotic consolidation [J]. Rock and Soil Mechanics, 2019, 40(9): 3493-3501. |
[6] | ZHANG Yu-guo, WAN Dong-yang, ZHENG Yan-lin, HAN Shuai, YANG Han-yue, DUAN Meng-meng. Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient [J]. Rock and Soil Mechanics, 2019, 40(9): 3533-3541. |
[7] | QIU Jin-wei, PU He-fu, CHEN Xun-long, LÜ Wei-dong, LI Lei. Coupled analysis of self-weight consolidation and contaminant transport in confined disposal of contaminated sediments [J]. Rock and Soil Mechanics, 2019, 40(8): 3090-3098. |
[8] | ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, . Analytical solution for dissipation of excess pore water pressure and soil consolidation settlement induced by tunneling under the influence of long-term leakage [J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144. |
[9] | LI Chen, WU Wen-bing, MEI Guo-xiong, ZONG Meng-fan, LIANG Rong-zhu, . Analytical solution for 1D degradation-consolidation of municipal solid waste under different drainage conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3071-3080. |
[10] | 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. |
[11] | YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084. |
[12] | 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. |
[13] | JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238. |
[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] | WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662. |
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