›› 2013, Vol. 34 ›› Issue (8): 2414-2420.
• Numerical Analysis • Previous Articles Next Articles
DU Jia-qing1, DU Shou-ji1, ZHAO Dan-lei2, TANG Wen-yong1
CLC Number:
[1] | 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. |
[2] | WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407. |
[3] | 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. |
[4] | WENG Yong-hong, ZHANG Lian, XU Tang-jin, HUANG Shu-ling, DING Xiu-li, . Safety evaluation on interaction of new plug structure and surrounding rock mass under high water head [J]. Rock and Soil Mechanics, 2020, 41(1): 242-252. |
[5] | 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. |
[6] | DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456. |
[7] | 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. |
[8] | 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. |
[9] | LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171. |
[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] | SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760. |
[12] | 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. |
[13] | XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892. |
[14] | WANG Yu-fei, LIU Run. Study on vertical-horizontal failure envelopes of shallow-embedded pipelines on sand [J]. Rock and Soil Mechanics, 2019, 40(3): 1129-1139. |
[15] | FENG Ling-yun, ZHU Bin, DAI Jia-lin, KONG De-qiong, . Modelling lateral pipe-soil interaction on soft clay using large displacement sequential limit analysis [J]. Rock and Soil Mechanics, 2019, 40(12): 4907-4915. |