›› 2011, Vol. 32 ›› Issue (6): 1824-1830.
• Geotechnical Engineering • Previous Articles Next Articles
CHEN Zhen-hua1, LI Ling-ling2, WANG Li-zhong2, XU Yan1, YANG Yi1
CLC Number:
[1] | ZHU Cai-hui, CUI Chen, LAN Kai-jiang, DONG Yong-qiang. The effects of the degradation of brick-clay structure and demolition of embedded buildings on the stability of Yulin City Wall [J]. Rock and Soil Mechanics, 2019, 40(8): 3153-3166. |
[2] | YIN Feng, ZHOU Hang, LIU Han-long, CHU Jian, . Experimental investigation on dynamic characteristics of XCC pile-geogrid composite foundation under static and dynamic loads of vehicles [J]. Rock and Soil Mechanics, 2019, 40(4): 1324-1330. |
[3] | LI Ning, YANG Min, LI Guo-feng. Revisiting the application of finite element method in geotechnical engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 1140-1148. |
[4] | ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168. |
[5] | WANG Jia-quan, ZHANG Liang-liang, LAI Yi, LU Meng-liang, YE Bin, . Large-scale model tests on static and dynamic mechanical characteristics of reinforced earth retaining wall [J]. Rock and Soil Mechanics, 2019, 40(2): 497-505. |
[6] | LIU Fang-cheng, WU Meng-tao, YANG Jun, . Experimental study of strength characteristics of geogrid reinforced rubber sand mixtures [J]. Rock and Soil Mechanics, 2019, 40(2): 580-591. |
[7] | WANG Jia-quan, XU Liang-jie, HUANG Shi-bin, LIU Zheng-quan. Bearing capacity analysis of geogrid reinforced abutment retaining wall under dynamic load [J]. Rock and Soil Mechanics, 2019, 40(11): 4220-4228. |
[8] | WANG Jun, SHI Jing, LIU Fei-yu, CAI Yuan-qiang, . Effect of particle gradation on static and dynamic direct shear properties of geogrid-sand interface [J]. Rock and Soil Mechanics, 2019, 40(1): 109-117. |
[9] | WANG Jian-jun, CHEN Fu-quan, LI Da-yong. A simple solution of settlement for low reinforced embankments on Kerr foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 250-259. |
[10] | WU Jian-tao, YE Xiao, LI Guo-wei, JIANG Chao, CAO Xue-shan, . Bearing and deformation behaviors of PHC pile-reinforced soft foundation under high embankment [J]. Rock and Soil Mechanics, 2018, 39(S2): 351-358. |
[11] | WANG Yi-min, YAN Cen, YU Heng, LI Qi. Experimental study of soil stress characteristics of geogrid-reinforced widened embankment under static loadings [J]. , 2018, 39(S1): 311-317. |
[12] | ZONG Zhong-ling, LU Xian-long, LI Qin-song,. Comparison test of compression and uplift on pressure-static and grouting micropiles [J]. , 2018, 39(S1): 362-368. |
[13] | FU Hai-qing, YUAN Xiao-ming, WANG Miao,. An incremental model of pore pressure for saturated sand based on in-situ liquefaction test [J]. , 2018, 39(5): 1611-1618. |
[14] | YAN Shu-wang, LI Jia, YAN Yue, CHEN Hao,. Research on stable limit depth of vertical cylinder hole in cohesive soil ground [J]. , 2018, 39(4): 1176-1181. |
[15] | ABI ERDI, ZHENG Ying-ren, FENG Xia-ting, CONG Yu. Relationship between particle micro and macro mechanical parameters of parallel-bond model [J]. , 2018, 39(4): 1289-1301. |