›› 2005, Vol. 26 ›› Issue (9): 1363-1368.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Mao-hua1, XIE Yong-li2, LIU Bao-jian2
CLC Number:
[1] | ZHANG Yu-wei, WENG Xiao-lin, SONG Zhan-ping, XIE Yong-li, . A modified Cam-clay model for structural and anisotropic loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1030-1038. |
[2] | WANG Li-qin, SHAO Sheng-jun, WANG Shuai, ZHAO Cong, SHI Peng-xin, ZHOU Biao, . Compression curve characteristic of undisturbed loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1076-1084. |
[3] | KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667. |
[4] | WANG Li-qin, SHAO Sheng-jun, ZHAO Cong, LU Zhong-gang,. Effect of initial structural property of loess on its compressive yield [J]. , 2018, 39(9): 3223-3228. |
[5] | LI Zhi-gang, XU Guang-li, HUANG Peng, ZHAO Xin, FU Yong-peng, SU Chang,. Mechanical and anisotropic properties of silty slates [J]. , 2018, 39(5): 1737-1746. |
[6] | FAN Cheng-kai, SUN Yan-kun, LI Qi, LU Hai-feng, NIU Zhi-yong, LI Xia-ying, . Testing Technology of fiber Bragg grating in the shale damage experiments under uniaxial compression conditions [J]. , 2017, 38(8): 2456-2464. |
[7] | AN Peng, ZHANG Ai-jun, XING Yi-chuan, NI Wan-kui, ZHANG Bo,. Analysis of soak infiltration and deformation characteristics for thick collapsible loess in Ili region [J]. , 2017, 38(2): 557-564. |
[8] | WANG Tie-hang, YANG Tao, LU Jie. Influence of dry density and freezing-thawing cycles on anisotropic permeability of loess [J]. , 2016, 37(S1): 72-78. |
[9] | NIU Ya-qiang , WANG Xu , ZHENG Jing , JIANG Dai-jun , LIU De-ren , JIANG Peng-cheng , . Experimental research on anti-seepage effect of new embankment structure of lateral-constraint and seepage control [J]. , 2015, 36(S2): 252-258. |
[10] | HUANG Xue-feng , YANG Xiao-hui , YIN He , LIU Zi-long , ZHOU Jun-peng,. Study of relationship between maximum collapsing depth and neutral point position of pile foundation in collapsible loess ground [J]. , 2015, 36(S2): 296-302. |
[11] | MEI Yuan , HU Chang-ming , WEI Yi-feng , ZHANG Wen-cui , YUAN Yi-li , Wang Xue-yan , . A centrifugal test study of the deformation of high backfill foundation in deep ravine of Q2 and Q3 loess [J]. , 2015, 36(12): 3473-3481. |
[12] | WANG Duan-duan, ZHOU Zhi-jun, Lü Yan-da, WEI Jin. An experimental study of influence of drilling method on the bearing capacity of pile foundation in collapsible loess area [J]. , 2015, 36(10): 2927-2933. |
[13] | JIANG Ming-jing , HE Jie , . Three-dimensional distinct element simulation of macro triaxial compressional strength characteristics of methane hydrate through uniaxial compressional test [J]. , 2014, 35(9): 2692-2701. |
[14] | YAO Zhi-hua ,HUANG Xue-feng ,CHEN Zheng-han ,FANG Xiang-wei,. New recognition of collapsibility evaluation and remnant collapse of loess [J]. , 2014, 35(4): 998-1006. |
[15] | SUN Xu-shu , LI Jian-lin , WANG Le-hua , CHEN Xing-zhou , LI Fei , CHENG Dong,. Study of ultrasonic test and uniaxial compression test of jointed rock masses [J]. , 2014, 35(12): 3473-3478. |
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