Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (6): 1513-1522.doi: 10.16285/j.rsm.2021.1571
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LU Meng-meng1, 2, SHAN Jie1, 2, LI Hong-jun3, LI Chuan-xun4
CLC Number:
[1] | CHEN Wei-le, XU Guo-ping, SONG Shen-you, FU Bai-yong, YU Jian-gang, SUN Miao-miao, DING Zhi, . Strength test and mechanical characteristics of weathered rock softened by water [J]. Rock and Soil Mechanics, 2022, 43(S1): 67-76. |
[2] | WANG Lei, ZHANG Li-ting, SHEN Si-dong, XU Yong-fu, XIA Xiao-he, . Axisymmetric consolidation characteristics for unsaturated soils under piece-wise cyclic load [J]. Rock and Soil Mechanics, 2022, 43(S1): 203-212. |
[3] | DAI Tian-yi, XIAO Shi-guo, . Settlement calculation method of rigid pile composite foundation considering interaction between supported embankment and improved zone [J]. Rock and Soil Mechanics, 2022, 43(S1): 479-489. |
[4] | YANG Lei, TU Dong-mei, ZHU Qi-yin, WU Ze-xiang, YU Chuang, . Experimental research on discrete element method of particle cyclic thermal consolidation considering the influence of variable temperature amplitude [J]. Rock and Soil Mechanics, 2022, 43(S1): 591-600. |
[5] | WANG Zhi-chao, LUO Lei, TIAN Ying-hui, ZHANG Chun-hui, . Experimental study on time-dependent characteristics of rate-sensitivity and creep of unsaturated compacted soil [J]. Rock and Soil Mechanics, 2022, 43(7): 1816-1824. |
[6] | ZHAO Yun, YANG Zhong-fang, LING Dao-sheng, CHEN Peng, XIAO Zhao-ran, . Drained elasto-plastic solution for cylindrical cavity expansion in refuse soil [J]. Rock and Soil Mechanics, 2022, 43(7): 1825-1832. |
[7] | WU Si-si, LUO Wen-qiang, LI Yin-can, CUI Wei-jian, WANG Shuo. Analysis of one-dimensional nonlinear consolidation of soft soil considering time-dependent loading with continuous drainage boundary [J]. Rock and Soil Mechanics, 2022, 43(6): 1503-1512. |
[8] | YANG Tao, JI Ying-zhu, . Analytical solution for consolidation of composite foundation with long vertical drains and short impervious columns under time-dependent loading [J]. Rock and Soil Mechanics, 2022, 43(5): 1187-1196. |
[9] | HU Hui-hua, HE Jian-qing, NIE Shi-cheng, . One-dimensional consolidation creep model for sandy grain muddy soil of Dongting Lake [J]. Rock and Soil Mechanics, 2022, 43(5): 1269-1276. |
[10] | GAO Chang-hui, DU Guang-yin, LIU Song-yu, ZHUANG Zhong-xun, YANG Yong, HE Huan, . Influence of deep vibratory compaction on the horizontal stress change of collapsible loess [J]. Rock and Soil Mechanics, 2022, 43(2): 519-527. |
[11] | CHEN Shu-feng, KONG Ling-wei, LUO Tao, . Lateral stress release characteristics of overconsolidated silty clay and calculation method for lateral earth pressure coefficient at rest [J]. Rock and Soil Mechanics, 2022, 43(1): 160-168. |
[12] | YANG Zhou, CHENG Xiao-hui, MA Qiang, LIU Wei, XIE Zhuang-zi, . Study of strength indices for undrained stability analysis of high filled ground [J]. Rock and Soil Mechanics, 2022, 43(1): 218-226. |
[13] | WU Hui-ming, ZHAO Zi-rong, LIN Xiao-fei, SHI Jian-qian, GONG Xiao-nan, . Model test of active drainage consolidation method on air-lift effect [J]. Rock and Soil Mechanics, 2021, 42(8): 2151-2159. |
[14] | CUI Kai, YU Xiang-peng, PEI Qiang-qiang, WANG Xiao-hai, XU Peng-fei, . Influence of grouting mode on the adhesion property of slurry-soil interface for fissure reinforcement of earthen sites [J]. Rock and Soil Mechanics, 2021, 42(6): 1501-1511. |
[15] | SUN Zeng-chun, GUO Hao-tian, LIU Han-long, WU Huan-ran, XIAO Yang, . A thermo-elasto-plastic constitutive model for saturated clay based on disturbed state concept [J]. Rock and Soil Mechanics, 2021, 42(5): 1325-1334. |
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