›› 2006, Vol. 27 ›› Issue (5): 811-815.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HOU Lin-shan1, WANG Jin-long2, ZHU San-mei3, ZHANG Sheng1, ZHONG Shi-ming1
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | ZHANG Bo, LI Yao, YANG Xue-ying, ZHU Piao-yang, ZHU Chun-di, LIU Zi-hao, LIU Wen-jie, LUO Zhi-heng, . Design and application of a hydraulic pressure supply device for hydraulic fracturing experiments [J]. Rock and Soil Mechanics, 2019, 40(5): 2022-2028. |
[4] | 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. |
[5] | GUO Chao, GAO Yong-tao, WU Shun-chuan, CHENG Zi-qiao, ZHANG Shi-huai, HAN Long-qiang, . Research of micro-seismic source location method in layered velocity medium based on 3D fast sweeping algorithm and arrival time differences database technique [J]. Rock and Soil Mechanics, 2019, 40(3): 1229-1238. |
[6] | LIU Yong, FENG Shuai, QIN Zhi-meng. Similarity evaluation method of landslide monitoring points based on motion-angle-difference [J]. Rock and Soil Mechanics, 2019, 40(1): 288-296. |
[7] | LIU Cheng-yu, ZHANG Zhi-xiang,. Improved calculation method of foundation pit enclosure structure based on p-y curve [J]. , 2018, 39(S1): 446-452. |
[8] | LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,. Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient [J]. , 2018, 39(5): 1877-1884. |
[9] | LUO Yue, YE Shu-jun, WU Ji-chun,. Numerical model for simulating 3D regional land subsidence [J]. , 2018, 39(3): 1063-1070. |
[10] | ZHOU Yun-dong, WANG Yong, LI Bing, XU Jia-hui, LIU Meng-cheng, ALI H Mahfouz, . Study of the preparation of air-foam treated lightweight soil samples [J]. Rock and Soil Mechanics, 2018, 39(12): 4413-4420. |
[11] | YANG Jian-min, HUO Wang-wen,. Linear s-lnr relation of land subsidence induced by group wells pumping distributed as line and area [J]. , 2018, 39(10): 3565-3572. |
[12] | YANG Ji-long, YUAN Hai-fan, HU Yun-zhuang, XU Qin-mian, SHI Pei-xin, CHEN Yong-sheng, . Relationship between elastoplastic deformation of deep clay and land subsidence in Tianjin coastal area [J]. , 2018, 39(10): 3763-3772. |
[13] | LI Chuan-xun , DONG Xing-quan , JIN Dan-dan , XIE Kang-he,. Nonlinear large-strain consolidation analysis of soft clay considering threshold hydraulic gradient [J]. , 2017, 38(2): 377-384. |
[14] | CUI Qiang, ZHOU Ya-hui, TONG Rui-ming, JI Ye. Difference analysis of uplift resistance characteristics between spread footing and foundation soil [J]. , 2016, 37(S2): 476-482. |
[15] | JIANG Huan , WANG Shui-lin , WANG Wan-jun,. A numerical method for analyzing problems of a spherical cavity in strain-softening rock mass [J]. , 2016, 37(S2): 697-705. |