›› 2010, Vol. 31 ›› Issue (3): 789-793.
• Geotechnical Engineering • Previous Articles Next Articles
ZHOU Jian 1, 2,ZHOU Kai-min 1, 2,JIA Min-cai 1, 2,SHI Dan-da3
CLC Number:
[1] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[2] | 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. |
[3] | ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798. |
[4] | LI Lian-xiang, LIU Jia-dian, LI Ke-jin, HUANG Heng-li, JI Xiang-kai, . Study of parameters selection and applicability of HSS model in typical stratum of Jinan [J]. Rock and Soil Mechanics, 2019, 40(10): 4021-4029. |
[5] | DONG Zhi-hong, NIU Xin-qiang, DING Xiu-li, WENG YongHong, HUANG Shu-ling, PEI Qi-tao, ZHANG Lian, . Deformation characteristics and feedback analysis of surrounding rock of underground powerhouse at left bank of Wudongde Hydropower Station [J]. Rock and Soil Mechanics, 2018, 39(S2): 326-336. |
[6] | SUN Ming-she, MA Tao, SHEN Zhi-jun, WU Xu, WANG Meng-shu,. Study of lining sharing surrounding rock pressure in composite lining structure [J]. , 2018, 39(S1): 437-445. |
[7] | WANG Shao-jie, LU Ai-zhong, ZHANG Xiao-li. Analytical method of displacement back analysis for horseshoe tunnel excavated in transverse isotropic rock mass [J]. , 2018, 39(S1): 495-504. |
[8] | XIA Chang-qing, HU An-feng, CUI Jun, Lü Wen-xiao, XIE Kang-he, . Analytical solutions for one-dimensional nonlinear consolidation of saturated soft layered soils [J]. , 2018, 39(8): 2858-2864. |
[9] | LI Jian-peng, NIE Qing-ke, LIU Quan-sheng, YU Jun-chao,. Risk assessment method of karst ground collapse based on weight back analysis [J]. , 2018, 39(4): 1395-1400. |
[10] | WANG Hong-bo, ZHANG Qing-song, LIU Ren-tai, LI Shu-cai,ZHANG Le-wen, ZHENG Zhuo, ZHANG Lian-zheng. Inverse analysis of seepage field from packer permeability test [J]. , 2018, 39(3): 985-992. |
[11] | MENG Wei, HE Chuan, WANG Bo, ZHANG Jun-bo, WU Fang-yin, XIA Wu-yang. Two-stage back analysis of initial geostress field in rockburst area based on lateral pressure coefficient [J]. , 2018, 39(11): 4191-4200. |
[12] | TIAN Mao-lin, XIAO Hong-tian, YAN Qiang-gang,. Displacement back analysis of rock parameters of Hoek-Brown criterion using nonlinear regression method [J]. , 2017, 38(S1): 343-350. |
[13] | YUAN Yan-ling, GUO Qin-qin, ZHOU Zheng-jun, WU Zhen-yu, CHEN Jian-kang, YAO Fu-hai,. Back analysis of material parameters of high core rockfill dam considering parameters correlation [J]. , 2017, 38(S1): 463-470. |
[14] | ZHANG She-rong, HU An-kui, WANG Chao, PENG Zhen-hui, . Three-dimensional intelligent inversion method for in-situ stress field based on SLR-ANN algorithm [J]. , 2017, 38(9): 2737-2745. |
[15] | XIN Dong-dong, ZHANG Le-wen, SU Chuan-xi. Settlement research of pile groups in layered soils based on virtual soil-pile model [J]. , 2017, 38(8): 2368-2376. |