CONTENTS
Volume 20, Number 4, 2020
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A displacement controlled method for evaluating ground settlement induced by excavation in clay
Jiangu Qian, Yuanmeng Tong, Linlong Mu, Qi Lu and Hequan Zhao
Abstract | Full Text (1.98 MB)
pages 275-285.
DOI: 10.12989/gae.2020.20.4.275
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Pseudo-static stability analysis of wedges based on the nonlinear Barton-Bandis failure criterion
Lianheng Zhao, Kangfu Jiao, Shi Zuo, Chenghao Yu and Gaopeng Tang
Abstract | Full Text (2.08 MB)
pages 287-297.
DOI: 10.12989/gae.2020.20.4.287
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Interface shear between different oil-contaminated sand and construction materials
Amirhossein Mohammadi, Taghi Ebadi and Mohammad Reza Boroomand
Abstract | Full Text (2.51 MB)
pages 299-312.
DOI: 10.12989/gae.2020.20.4.299
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internal and interface shear strength; sand; gasoil; crude oil; used motor oil; relative density
Xiang-Hua Xu, Zhou-Chen Xiang, Jin-Feng Zou and Feng Wang
Abstract | Full Text (2.28 MB)
pages 313-322.
DOI: 10.12989/gae.2020.20.4.313
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Hysteretic behaviors of pile foundation for railway bridges in loess
Xingchong Chen, Xiyin Zhang, Yongliang Zhang, Mingbo Ding and Yi Wang
Abstract | Full Text (2.92 MB)
pages 323-331.
DOI: 10.12989/gae.2020.20.4.323
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Response of passively loaded pile groups – an experimental study
Ihsan Al-abboodi, Tahsin Toma Sabbagh and Osamah Al-salih
Abstract | Full Text (1.79 MB)
pages 333-343.
DOI: 10.12989/gae.2020.20.4.333
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Dynamic response and design of a skirted strip foundation subjected to vertical vibration
Saif Alzabeebee
Abstract | Full Text (2.78 MB)
pages 345-358.
DOI: 10.12989/gae.2020.20.4.345
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Prediction of the load-displacement response of ground anchors via the load-transfer method
Juraj Chalmovsky and Lumir Mica
Abstract | Full Text (2.39 MB)
pages 359-370.
DOI: 10.12989/gae.2020.20.4.359