CONTENTS
Volume 35, Number 3, 2023
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Study on the root interaction characteristics and nonlinear deformation prediction of root piles
Jilu Zhang, Xiaohan Zhou, Xuefeng Huang, Xinrong Liu, Jun Yuan, Xuelan Liang and Juan Li
Abstract | Full Text (3.18 MB)
pages 221-239.
DOI: 10.12989/gae.2023.35.3.221
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Effect of initial static shear on liquefaction and pre-failure deformation of sand under bidirectional cyclic loading
Zhen-Dong Cui, Tian-Yu Sui, Dong-Tai She and Li Yuan
Abstract | Full Text (3.93 MB)
pages 241-253.
DOI: 10.12989/gae.2023.35.3.241
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Pullout capacity analysis of an inclined shallow anchor plate embedded in sloping rock ground
Hong-tao Wang, Fu-qiang Fan, Yan-qing Men, Hong-jun Zhang and Xue-lei Xie
Abstract | Full Text (3.05 MB)
pages 255-270.
DOI: 10.12989/gae.2023.35.3.255
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Uplift capacity and failure mechanism for belled pile embedded in soft-rock ground
Gyeong-o Kang, Young-sang Kim, Jaehong Kim and Jung-goo Kang
Abstract | Full Text (2.63 MB)
pages 271-286.
DOI: 10.12989/gae.2023.35.3.271
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Finite element limit analysis of the bearing capacity of an obliquely loaded strip footing on granular soil placed adjacent to vertically loaded existing footing
R. Sarvesh, V. Srinivasan and Anjan Patel
Abstract | Full Text (3.47 MB)
pages 287-306.
DOI: 10.12989/gae.2023.35.3.287
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Mathematical model for rock-soil slope stability based on numerical solution
Shan Hua, Maryam Shokravi and S.S. Wang
Abstract | Full Text (1.69 MB)
pages 307-313.
DOI: 10.12989/gae.2023.35.3.307
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CPT-based dynamic p-y analysis method for seismic design of piles embedded in clay
Garam Kim, Jiyeong Lee, Jonghyeog Yoon, Qaisar Abbas and Junhwan Lee
Abstract | Full Text (1.78 MB)
pages 315-323.
DOI: 10.12989/gae.2023.35.3.315
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Modification of direct shear apparatus for soil-soil and soil-solid interface testing
Muhammad Naqeeb Nawaz, Seung-Hun Lee, Song-Hun Chong and Jae-Hong Kim
Abstract | Full Text (2.26 MB)
pages 325-332.
DOI: 10.12989/gae.2023.35.3.325