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1 Analytical solution of seismic stability against overturning for a rock slope with water-filled tension crack
Zhang, Yanjun;Nian, Tingkai;Zheng, Defeng;Zheng, Lu; / Techno-Press , v.11, no.4, pp.457-469,
2 Stability assessment of tunnel face in a layered soil using upper bound theorem of limit analysis
Khezri, Nima;Mohamad, Hisham;Fatahi, Behzad; / Techno-Press , v.11, no.4, pp.471-492,
3 Risk assessment of water inrush in karst tunnels based on a modified grey evaluation model: Sample as Shangjiawan Tunnel
Yuan, Yong-cai;Li, Shu-cai;Zhang, Qian-qing;Li, Li-ping;Shi, Shao-shuai;Zhou, Zong-qing; / Techno-Press , v.11, no.4, pp.493-513,
4 Quantitative parameters of primary roughness for describing the morphology of surface discontinuities at various scales
Belem, Tikou; / Techno-Press , v.11, no.4, pp.515-530,
5 Experimental investigation of long-term characteristics of greenschist
Zhang, Qing-Zhao;Shen, Ming-Rong;Ding, Wen-Qi;Jang, Hyun-Sic;Jang, Bo-An; / Techno-Press , v.11, no.4, pp.531-552,
6 The influence of tunnelling on the behaviour of pre-existing piled foundations in weathered soil
Lee, Cheol-Ju;Jeon, Young-Jin;Kim, Sung-Hee;Park, Inn-Joon; / Techno-Press , v.11, no.4, pp.553-570,
7 Assessment of the crest cracks of the Pubugou rockfill dam based on parameters back analysis
Zhou, Wei;Li, Shao-Lin;Ma, Gang;Chang, Xiao-Lin;Cheng, Yong-Gang;Ma, Xing; / Techno-Press , v.11, no.4, pp.571-585,
8 Determination of tunnel support pressure under the pile tip using upper and lower bounds with a superimposed approach
Lee, Yong-Joo; / Techno-Press , v.11, no.4, pp.587-605,