Geomechanics and Engineering

CONTENTS

Volume 35, Number 5, 2023

• Influence of clamped-clamped boundary conditions on the mechanical stress, strain and deformation analyses of cylindrical sport equipment

  Yuhao Yang and Mohammad Arefi

  Abstract | Full Text (2K)

  pages 465-473.

  DOI: 10.12989/gae.2023.35.5.465

• Effects of normal stress, shearing rate, PSD and sample size on behavior of ballast in direct shear tests using DEM simulation

  Md Hussain and Syed Khaja Karimullah Hussaini

  Abstract | Full Text (2K)

  pages 475-486.

  DOI: 10.12989/gae.2023.35.5.475

• Full-scale TBM excavation tests for rock-like materials with different uniaxial compressive strength

  Gi-Jun Lee, Hee-Hwan Ryu, Gye-Chun Cho and Tae-Hyuk Kwon

  Abstract | Full Text (2K)

  pages 487-497.

  DOI: 10.12989/gae.2023.35.5.487

• Application of deterministic models for obtaining groundwater level distributions through outlier analysis

  Dae-Hong Min, Saheed Mayowa Taiwo, Junghee Park, Sewon Kim and Hyung-Koo Yoon

  Abstract | Full Text (2K)

  pages 499-509.

  DOI: 10.12989/gae.2023.35.5.499

• The thickness of the soft soil layer and canal-side road failure: A case study in Phra Nakhon Si Ayutthaya province, Thailand

  Salisa Chaiyaput, Taweephong Suksawat, Lindung Zalbuin Mase, Motohiro Sugiyama and Jiratchaya Ayawanna

  Abstract | Full Text (4K)

  pages 511-523.

  DOI: 10.12989/gae.2023.35.5.511

• Mechanical evolution law and deformation characteristics of preliminary lining about newly-built subway tunnel closely undercrossing the existing station: A case study

  Huijian Zhang, Gongning Liu, Weixiong Liu, Shuai Zhang and Zekun Chen

  Abstract | Full Text (4K)

  pages 525-538.

  DOI: 10.12989/gae.2023.35.5.525

• Empirical correlation for in-situ deformation modulus of sedimentary rock slope mass and support system recommendation using the Qslope method

  Yimin Mao, Mohammad Azarafza, Masoud Hajialilue Bonab, Marc Bascompta and Yaser A. Nanehkaran

  Abstract | Full Text (2K)

  pages 539-554.

  DOI: 10.12989/gae.2023.35.5.539

• The role of wall configuration and reinforcement type in selecting the pseudo-static coefficients for reinforced soil walls

  Majid Yazdandoust, Amirhossein Rasouli Jamnani and Mohsen Sabermahani

  Abstract | Full Text (3K)

  pages 555-570.

  DOI: 10.12989/gae.2023.35.5.555