Geomechanics and Engineering A

CONTENTS

Volume 29, Number 1, 2022

• Spherical cavity expansion in overconsolidated unsaturated soil under constant suction condition

  Hui Wang, Changyi Yangand Jingpei Li

  Abstract | Full Text (3K)

  pages 1-11.

  DOI: 10.12989/gae.2022.29.1.001

• Experimental study of strength of cement solidified peat at ultrahigh moisture content

  Rong Wang

  Abstract | Full Text (2K)

  pages 13-23.

  DOI: 10.12989/gae.2022.29.1.013

• Responses of high-rise building resting on piled raft to adjacent tunnel at different depths relative to piles

  Mukhtiar Ali Soomro, Naeem Mangi, Aftab Hameed Memon and Dildar Ali Mangnejo

  Abstract | Full Text (2K)

  pages 025-40.

  DOI: 10.12989/gae.2022.29.1.025

• Assessment of time-dependent behaviour of rocks on concrete lining in a large cross-section tunnel

  Majid Mirzaeiabdolyousefi, Majid Nikkhahand Shokrollah Zare

  Abstract | Full Text (3K)

  pages 41-51.

  DOI: 10.12989/gae.2022.29.1.041

• Dynamic analyses for an axially-loaded pile in a transverse-isotropic, fluid-filled, poro-visco-elastic soil underlain by rigid base

  Shiping Zhang, Junhui Zhang, Ling Zeng, Cheng Yu and Yun Zheng

  Abstract | Full Text (2K)

  pages 053-63.

  DOI: 10.12989/gae.2022.29.1.053

• Application of cuttings to estimate the static characteristics of the dolomudstone rocks

  Ahmad Rastegarnia, Mohammad Ghafoori, Naser Hafezi Moghaddas, Gholam Reza Lashkaripour and Hassan Shojaei

  Abstract | Full Text (3K)

  pages 65-77.

  DOI: 10.12989/gae.2022.29.1.065

• Biocementation via soybean-urease induced carbonate precipitation using carbide slag powder derived soluble calcium

  Yongshuai Qi, Yufeng Gao, Hao Meng, Jia He and Yang Liu

  Abstract | Full Text (2K)

  pages 79-90.

  DOI: 10.12989/gae.2022.29.1.079

• Model tests for the inhibition effects of cohesive non-swelling soil layer on expansive soil

  Zheng Lu, Chuxuan Tang, Hailin Yao, Jianbo She, Ming Cheng, Yu Qiu and Yang Zhao

  Abstract | Full Text (2K)

  pages 91-97.

  DOI: 10.12989/gae.2022.29.1.091