›› 2009, Vol. 30 ›› Issue (2): 393-398.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
TONG Lei1, XIE Kang-he1, CHENG Yong-feng2, LU Meng-meng1, WANG Kun1
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | LIU Cheng-yu, CHEN Bo-wen, LUO Hong-lin, RUAN Jia-chun, . Experimental study of seepage erosion induced by pipeline damage under full pipe flow condition [J]. Rock and Soil Mechanics, 2020, 41(1): 1-10. |
[5] | 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. |
[6] | ZHOU Feng-xi, LIU Hong-bo, CAI Yuan-qiang, . Analysis of propagation characteristics of Rayleigh waves in saturated porothermoelastic media [J]. Rock and Soil Mechanics, 2020, 41(1): 315-324. |
[7] | 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. |
[8] | LU Liang, SHI Tong-hui, YANG Dong, . Control effect of uneven settlement of subgrade by composited method of replacement load shedding and reinforced embankment [J]. Rock and Soil Mechanics, 2019, 40(9): 3474-3482. |
[9] | 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. |
[10] | 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. |
[11] | TIAN Yi, WU Wen-bing, JIANG Guo-sheng, MEI Guo-xiong, XU Bao-jun, . One-dimensional consolidation of viscoelastic saturated soils with fractional order derivative based on continuous drainage boundary [J]. Rock and Soil Mechanics, 2019, 40(8): 3054-3061. |
[12] | DU Wen, WANG Yong-hong, LI Li, ZHU Lian-chen, ZHU Hao-tian, WANG You-qi, . Case study on double-deck subway station undercrossing and analysis of filed monitoring about this case [J]. Rock and Soil Mechanics, 2019, 40(7): 2765-2773. |
[13] | HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220. |
[14] | WANG Da-hai, HE Shao-hui, LIU Xia-bing, ZHANG Jia-wen, YAO Wen-bo. Studies of the progressive ground arching on the loosening pressure above shallow tunnels [J]. Rock and Soil Mechanics, 2019, 40(6): 2311-2322. |
[15] | ZHANG Zhi-guo, ZHANG Rui, HUANG Mao-song, GONG Jian-fei, . Optimization analysis of pile group foundation based on differential settlement control and axial stiffness under vertical loads [J]. Rock and Soil Mechanics, 2019, 40(6): 2354-2368. |