Geomechanics and Engineering A

CONTENTS

Volume 20, Number 4, 2020

• 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 (2K)

  pages 275-285.

  DOI: 10.12989/gae.2020.20.4.275

• 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 (2K)

  pages 287-297.

  DOI: 10.12989/gae.2020.20.4.287

• Interface shear between different oil-contaminated sand and construction materials

  Amirhossein Mohammadi, Taghi Ebadi and Mohammad Reza Boroomand

  Abstract | Full Text (3K)

  pages 299-312.

  DOI: 10.12989/gae.2020.20.4.299

• 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 (2K)

  pages 313-322.

  DOI: 10.12989/gae.2020.20.4.313

• Hysteretic behaviors of pile foundation for railway bridges in loess

  Xingchong Chen, Xiyin Zhang, Yongliang Zhang, Mingbo Ding and Yi Wang

  Abstract | Full Text (3K)

  pages 323-331.

  DOI: 10.12989/gae.2020.20.4.323

• Response of passively loaded pile groups – an experimental study

  Ihsan Al-abboodi, Tahsin Toma Sabbagh and Osamah Al-salih

  Abstract | Full Text (2K)

  pages 333-343.

  DOI: 10.12989/gae.2020.20.4.333

• Dynamic response and design of a skirted strip foundation subjected to vertical vibration

  Saif Alzabeebee

  Abstract | Full Text (3K)

  pages 345-358.

  DOI: 10.12989/gae.2020.20.4.345

• Prediction of the load-displacement response of ground anchors via the load-transfer method

  Juraj Chalmovsky and Lumir Mica

  Abstract | Full Text (2K)

  pages 359-370.

  DOI: 10.12989/gae.2020.20.4.359