CONTENTS
Volume 36, Number 6, 2024
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An experimental study on the behavior of the helical tiebacks in the flexible retaining walls
Majid Khanjani, Hamid Reza Saba, Seyed Hamid Lajevardi, Seyed Mohammad Mirhosseini and Ehsanollah Zeighami
pages 527-543.
DOI: 10.12989/gae.2024.36.6.527
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Numerical study on the influence of embedment footing and vertical load on lateral load sharing in piled raft foundations
Sommart Swasdi, Tanan Chub-Uppakarn, Thanakorn Chompoorat and Worathep Sae-Long
pages 545-561.
DOI: 10.12989/gae.2024.36.6.545
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Investigations of countermeasures used to mitigate tunnel deformations due to adjacent basement excavation in soft clays
Jinhuo Zheng, Minglong Shen, Shifang Tu, Zhibo Chen and Xiaodong Ni
pages 563-573.
DOI: 10.12989/gae.2024.36.6.563
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The contact loads inversion between surrounding rock and primary support based on dynamic deformation curve of a deep-buried tunnel with flexible primary support in consideration
Jian Zhou, Yunliang Cui, Xinan Yang, Mingjie Ma and Luheng Li
pages 575-587.
DOI: 10.12989/gae.2024.36.6.575
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An experimental investigation on dispersion and geotechnical properties of dispersive clay soil stabilized with Metakaolin and Zeolite
Ahmadreza Soltanian, Amirali Zad, Maryam Yazdi and Amin Tohidi
pages 589-599.
DOI: 10.12989/gae.2024.36.6.589
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A Copula method for modeling the intensity characteristic of geotechnical strata of roof based on small sample test data
Jiazeng Cao, Tao Wang, Mao Sheng, Yingying Huang and Guoqing Zhou
pages 601-618.
DOI: 10.12989/gae.2024.36.6.601
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Study on mechanical properties of phosphate tailings modified clay as subgrade filler
Xiaoqing Zhao, Tianfeng Yang, Zhongling Zong, Teng Liang, Zeyu Shen, Jiawei Li and Gui Zhao
pages 619-629.
DOI: 10.12989/gae.2024.36.6.619
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Reliability analysis of soil slope reinforced by micro-pile considering spatial variability of soil strength parameters
Yuke Wang, Haiwei Shang, Yukuai Wan and Xiang Yu
pages 631-640.
DOI: 10.12989/gae.2024.36.6.631