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1 Seismic earth pressure on embankment gravity retaining wall with nonuniform slope
Qu, Honglue;Deng, Yuanyuan;Hu, Qindi;Huang, Xue;Wang, Chenxu; / Techno-Press , v.26, no.5, pp.415-425,
2 A similarity solution for spherical cavity drained expansion in overconsolidated soils considering large deformation
Zheng, Hanbo;Zhang, Hao;Liang, Fayun; / Techno-Press , v.26, no.5, pp.427-439,
3 Recognition and prevention of rockfall vulnerable area in open-pit mines based on slope stability analysis
Zhu, Chun;He, Manchao;Tao, Zhigang;Meng, Qingxiang;Zhang, Xiaohu; / Techno-Press , v.26, no.5, pp.441-452,
4 Modified pseudo-dynamic analysis of rigid gravity retaining wall with cohesion-less backfill and uniform surcharge
Srikar, Godas;Mittal, Satyendra; / Techno-Press , v.26, no.5, pp.453-464,
5 Experimental investigation for the use of tailings as paste-fill material through design of experiment
Ugurlu, Omer F.;Ozturk, C. Atilla; / Techno-Press , v.26, no.5, pp.465-475,
6 Effect of heat treatment and bedding orientation on the tensile properties of bedded sandstone
Shi, Xinshuai;Jiang, Yujing;Jing, Hongwen;Zhang, Yuanchao;Gao, Yuan;Zhao, Zhenlong;Yin, Qian; / Techno-Press , v.26, no.5, pp.477-487,
7 Removal behaviors of Cu and Pb from heavy metal contaminated silts flushed by citric acid
Wang, Yan;Tang, Lin;Liu, Likui; / Techno-Press , v.26, no.5, pp.489-497,
8 Experimental study of the evolution of pore water pressure and total stresses during and after the deposition of slurried backfill
Jaouhar, El Mustapha;Zheng, Jian;Li, Li; / Techno-Press , v.26, no.5, pp.499-512,