CONTENTS
Volume 35, Number 5, 2023
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Influence of clamped-clamped boundary conditions on the mechanical stress, strain and deformation analyses of cylindrical sport equipment
Yuhao Yang and Mohammad Arefi
pages 465-473.
DOI: 10.12989/gae.2023.35.5.465
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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
pages 475-486.
DOI: 10.12989/gae.2023.35.5.475
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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
pages 487-497.
DOI: 10.12989/gae.2023.35.5.487
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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
pages 499-509.
DOI: 10.12989/gae.2023.35.5.499
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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
pages 511-523.
DOI: 10.12989/gae.2023.35.5.511
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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
pages 525-538.
DOI: 10.12989/gae.2023.35.5.525
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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
pages 539-554.
DOI: 10.12989/gae.2023.35.5.539
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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
pages 555-570.
DOI: 10.12989/gae.2023.35.5.555