›› 2013, Vol. 34 ›› Issue (7): 2051-2058.
• Numerical Analysis • Previous Articles Next Articles
CHEN Qing-fa1,ZHAO You-ming2,CHEN De-yan1,TANG Zhong-qin1, YU Zhen-yu1
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] | SONG Wen-cheng, LIANG Zheng-zhao, . Investigation on failure characteristics and water inrush risk of inclined floor mining above confined aquifer [J]. Rock and Soil Mechanics, 2020, 41(2): 624-634. |
[4] | 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. |
[5] | 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. |
[6] | LI Li, YU Cui, SUN Tao, HAN Zeng-qiang, TANG Xin-jian, . Automatic identification of solution fissure from borehole digital optical image based on color features [J]. Rock and Soil Mechanics, 2019, 40(8): 3274-3281. |
[7] | YIN Li-yang, TANG Chao-sheng, XIE Yue-han, LÜ Chao, JIANG Ning-jun, SHI Bin, . Factors affecting improvement in engineering properties of geomaterials by microbial-induced calcite precipitation [J]. Rock and Soil Mechanics, 2019, 40(7): 2525-2546. |
[8] | LIU Zhong-xian, WANG Zhi-kun, LIANG Jian-wen, WANG Chu-chu, . Method of fundamental solution based on complete spherical wave potential solutions to 3-D elastic wave scattering and dynamic stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2730-2738. |
[9] | XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648. |
[10] | XIN Ya-wen, ZHOU Zhi-fang, MA Jun, LI Ming-wei, CHEN Meng, WANG Shan, HU Zun-yue, . A method for determining aquitard hydraulic parameters based on double-tube field test [J]. Rock and Soil Mechanics, 2019, 40(4): 1535-1542. |
[11] | MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, . Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure [J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800. |
[12] | HUANG Chao-xuan. Research on nonlinear consolidation calculation of foundation treated with prefabricated vertical drains [J]. Rock and Soil Mechanics, 2019, 40(12): 4819-4827. |
[13] | SONG Zhan-ping, CHENG Yun, YANG Teng-tian, HUO Run-ke, WANG Jun-bao, LIU Xin-rong, . Experimental study of the influence of osmotic pressure on pore structure evolution in limestone [J]. Rock and Soil Mechanics, 2019, 40(12): 4607-4619. |
[14] | LIANG Wei-yun, WEI Chang-fu, YAN Rong-tao, YANG De-huan. Microstructure and compression characteristics of NaCl solutions saturated expansive soil [J]. Rock and Soil Mechanics, 2019, 40(12): 4759-4766. |
[15] | YANG Gong-biao, ZHANG Cheng-ping, MIN Bo, CAI Yi, . Elastic solution of soil displacement induced by shallow circular tunnel with a cavern in a stratum using function of complex variable method [J]. Rock and Soil Mechanics, 2018, 39(S2): 25-36. |