›› 2014, Vol. 299 ›› Issue (2): 607-608.

• Discussion • Previous Articles    

  

  • Received:2012-09-25 Online:2014-02-11 Published:2014-02-18

CLC Number: 

  • TU 431
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[2] LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482.
[3] ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, BI Jin-feng. Vector-sum-based slip surface stress method for analysing slip mass stability [J]. , 2018, 39(5): 1691-1698.
[4] ZHANG Chun-xiao, XIAO Hong-bin, BAO Jia-miao, YIN Ya-hu, YIN Duo-lin. Stress relaxation model of expansive soils based on fractional calculus [J]. , 2018, 39(5): 1747-1752.
[5] DING Zu-de, HUANG Juan, YUAN Tie-ying, PENG Li-min, WANG Zhi-liang,. Experimental study of dynamic shear modulus and damping ratio of peaty soil in Kunming [J]. , 2017, 38(12): 3627-3634.
[6] MA Jiu-chen, WANG Chang-feng, ZHU Long-hu, LIU Xue-ling,. Effects of particle morphology characteristics on transportation behavior of micro-nano particles in coastal energy storage brackish aquifers [J]. , 2017, 38(8): 2270-2278.
[7] ZHOU Feng-xi, CAO Xiao-lin, MA Qiang,. Analysis of capillary cohesion and suction stress characteristic curve between two spheres [J]. , 2017, 38(7): 2036-2042.
[8] LIU Jia-ying, MA Gang, ZHOU Wei, CHANG Xiao-lin, . Impact of rotation resistance on diffuse failure of granular materials [J]. , 2017, 38(5): 1472-1480.
[9] LI Da-yong, WU Yu-qi, ZHANG Yu-kun3, GAO Yu-feng3. Determination of suction range for penetration of suction caissons in sand [J]. , 2017, 38(4): 985-992.
[10] ZHANG Long , SUN De-an , LIU Yue-miao,. Comparison between swelling properties of two Gaomiaozi Na-bentonites [J]. , 2016, 37(12): 3447-3454.
[11] WU Li-qiang, ZHU Sheng, ZHANG Xiao-hua, CHEN Wen-liang,. Analysis of scale effect of coarse-grained materials [J]. , 2016, 37(8): 2187-2197.
[12] ZHANG Zhao, LIU Feng-yin, QI Ji-lin, CHAI Jun-rui,. A dynamic calculation method for evolution law of capillarity forces of liquid bridge between coarse particles [J]. , 2016, 37(8): 2263-2270.
[13] LI Guo-wei , GU Zhong-we , HE Guan-jun, ZHANG Jun-biao, WANG Run, HU Long-sheng,. Anchorage scheme against imminent failure of slope based on on-site monitoring and 3D numerical modeling [J]. , 2016, 37(5): 1408-1416.
[14] LI Bo,HUANG Mao-song,. Discrete element simulation for torsional shear test by hollow cylinder apparatus [J]. , 2016, 37(4): 1161-1170.
[15] YE Guan-bao , CAI Yong-sheng , ZHANG Zhen , . Research on calculation of pile-soil stress ratio for composite foundation reinforced by stiffened deep mixed piles [J]. , 2016, 37(3): 672-678.
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