Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (7): 2064-2072.doi: 10.16285/j.rsm.2022.1159
• Geotechnical Engineering • Previous Articles Next Articles
XU Hua1, 2, ZHANG Yu2, GUO Guo-he3, CAI Min3, LI Yi-xin4, CHEN Zhuang2
CLC Number:
[1] | SUN Hao-kai, GAO Yang, ZHU Guang-xuan, XU Fei, ZHENG Xin-yu, . Theoretical and experimental study of tunnel boring machine dynamic cutting force [J]. Rock and Soil Mechanics, 2023, 44(6): 1657-1670. |
[2] | LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590. |
[3] | WANG Chang-hong, TANG Dao-fei, WANG Kun, WU Zhao-xin. Macro and micro coupling analysis method and application of cone penetration test [J]. Rock and Soil Mechanics, 2021, 42(7): 1815-1827. |
[4] | MO Pin-qiang, GAO Xin-wei, HUANG Zi-feng, MA Dan-yang, . Analytical method for settlement control of displacement pile induced by undercrossing tunnel excavation [J]. Rock and Soil Mechanics, 2019, 40(10): 3823-3832. |
[5] | RUAN Yong-fen, WANG Xi-dong, LI Zhi-wei, LIU Ke-wen,. Theoretical analysis of spherical cavity expansion of axial loading capacity for toothed piles with sand liner [J]. , 2017, 38(9): 2567-2573. |
[6] | SHEN Cai-hua, WANG Yuan, LI He-wen, HU Yu-tian,. Determination of pile-soil stress ratio for compaction foundation using cavity expansion theory [J]. , 2017, 38(10): 2873-2880. |
[7] | ZOU Fei,LONG Wan-xue,LI Liang,. Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting [J]. , 2016, 37(7): 2101-2108. |
[8] | CAI Can ,WU Kai-song ,LIAN Dong ,YUAN Xiao-hong,. Study of rock-breaking mechanism under single-tooth impact [J]. , 2015, 36(6): 1659-1666. |
[9] | WEI Xin-jiang , LIU An-yuan , WANG Xin-quan . Research on skin friction distribution model of Y-shaped vibro-pile under soil-compacting effect [J]. , 2013, 34(S1): 14-21. |
[10] | SONG Yong-jun , HU Wei , WANG De-sheng , ZHOU Jun-lin. Analysis of squeezing effect of compaction piles based on modified Cam-clay model [J]. , 2011, 32(3): 811-814. |
[11] | LI Zhi-kang, HUANG Feng-lei. A spherical cavity expansion theory of concrete considering voids compacted effects [J]. , 2010, 31(5): 1481-1485. |
[12] | WANG Wei-feng , BI Jun-li,. Construction project optimizing of soft rock and shallow buried tunnel [J]. , 2007, 28(S1): 430-436. |
[13] | XU Shu-ping , LIU Zu-de , FAN Hong , LIU Jian-jun . Elastoplastic solution of cylindrical expansion considering disturbed saturated soft clay [J]. , 2007, 28(7): 1505-1510. |
[14] | LIU Yu-hua , CHEN Zheng-zhou , PENG Zhi-jun , GAO Yi-shan , GAO Peng . Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory [J]. , 2007, 28(10): 2167-2172. |
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