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| 1 |
Evaluation of side resistance for drilled shafts in rock sections
Hsiao, Cheng-Chieh;Topacio, Anjerick J.;Chen, Yit-Jin;
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Techno-Press
, v.21, no.6, pp.503-511,
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| 2 |
Reliability analysis of slopes stabilised with piles using response surface method
Saseendran, Ramanandan;Dodagoudar, G.R.;
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Techno-Press
, v.21, no.6, pp.513-525,
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| 3 |
Undrained solution for cavity expansion in strength degradation and tresca soils
Li, Chao;Zou, Jin-feng;Sheng, Yu-ming;
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Techno-Press
, v.21, no.6, pp.527-536,
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| 4 |
Numerical study on the effect of crack network representation on water content in cracked soil
Krisnanto, Sugeng;Rahardjo, Harianto;Leong, Eng Choon;
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Techno-Press
, v.21, no.6, pp.537-549,
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| 5 |
Ground support performance in deep underground mine with large anisotropic deformation using calibrated numerical simulation (case of mine-H)
Hu, Bo;Sharifzadeh, Mostafa;Feng, Xia-Ting;Talebi, Roo;Lou, Jin-Fu;
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Techno-Press
, v.21, no.6, pp.551-564,
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| 6 |
Study on large tonnage pile foundation load test system and field test of long rock-socketed pile
Zhang, Xue-feng;Ni, Ying-sheng;Song, Chun-xia;Xu, Dong;
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Techno-Press
, v.21, no.6, pp.565-570,
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| 7 |
Interaction and mechanical effect of materials interface of contact zone composite samples: Uniaxial compression experimental and numerical studies
Wang, Weiqi;Ye, Yicheng;Wang, Qihu;Luo, Binyu;Wang, Jie;Liu, Yang;
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Techno-Press
, v.21, no.6, pp.571-582,
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| 8 |
An evolutionary hybrid optimization of MARS model in predicting settlement of shallow foundations on sandy soils
Luat, Nguyen-Vu;Nguyen, Van-Quang;Lee, Seunghye;Woo, Sungwoo;Lee, Kihak;
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Techno-Press
, v.21, no.6, pp.583-598,
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