CONTENTS
Volume 21, Number 6, 2020
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Evaluation of side resistance for drilled shafts in rock sections
Cheng-Chieh Hsiao, Anjerick J. Topacio and Yit-Jin Chen
pages 503-511.
DOI: 10.12989/gae.2020.21.6.503
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Reliability analysis of slopes stabilised with piles using response surface method
Ramanandan Saseendran and Dodagoudar G. R.
pages 513-525.
DOI: 10.12989/gae.2020.21.6.513
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Undrained solution for cavity expansion in strength degradation and tresca soils
Chao Li, Jin-feng Zou and Yu-ming Sheng
pages 527-536.
DOI: 10.12989/gae.2020.21.6.527
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Numerical study on the effect of crack network representation on water content in cracked soil
Sugeng Krisnanto, Harianto Rahardjo and Eng Choon Leong
pages 537-549.
DOI: 10.12989/gae.2020.21.6.537
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Ground support performance in deep underground mine with large anisotropic deformation using calibrated numerical simulation (case of mine-H)
Bo Hu, Mostafa Sharifzadeh, Xia-Ting Feng, Roo Talebi and Jin-Fu Lou
pages 551-564.
DOI: 10.12989/gae.2020.21.6.551
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Study on large tonnage pile foundation load test system and field test of long rock-socketed pile
Xue-feng Zhang, Ying-sheng Ni, Chun-xia Song and Dong Xu
pages 565-570.
DOI: 10.12989/gae.2020.21.6.565
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Interaction and mechanical effect of materials interface of contact zone composite samples: Uniaxial compression experimental and numerical studies
Weiqi Wang, Yicheng Ye, Qihu Wang, Binyu Luo, Jie Wang and Yang Liu
pages 571-582.
DOI: 10.12989/gae.2020.21.6.571
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An evolutionary hybrid optimization of MARS model in predicting settlement of shallow foundations on sandy soils
Nguyen-Vu Luat, Van-Quang Nguyen, Seunghye Lee, Sungwoo Woo and Kihak Lee
pages 583-598.
DOI: 10.12989/gae.2020.21.6.583