A Study of Instantaneous Shear Mechanical Properties on the Discontinuity of Rock Mass Based on 3D Morphological Properties by Qingzhao Zhang, Zejun Luo, Bo-An Jang, Qiuyi Wang, Zhen Zhong, He Jiang

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Residual strength of granitic rocks: interplay between GSI and confining pressure by Samad Narimani, Seyed Mortaza Davarpanah, Ákos Török, Balázs Vásárhelyi

“…Abstract Residual strength is an important factor in rock mechanics and geotechnical engineering, referring to the remaining strength of rocks following considerable deformation or damage. …”
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Influence of Biomass-Modified Asphalt Binder on Rutting Resistance by Mahyar Arabani, Mohadeseh Ebrahimi, Mohammad Mahdi Shalchian, Maryam Majd Rahimabadi

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Development of ANN Model for Wind Speed Prediction as a Support for Early Warning System by Ivan Marović, Ivana Sušanj, Nevenka Ožanić

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Introduction to the second Jeme Tien Yow Lecture by Hehua Zhu

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Effect of Metallic Inclusions on the Compressive Strength of Cement-Based Materials by Tomáš Ficker

“…The surfaces of bedrocks are often covered by sharp protrusions called asperities. Although geotechnical engineers have developed a reliable theory for assessing the mechanical stability of rocky terrains, the stability of transition zones between concrete and sharp asperities remains unsolved. …”
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Pullout performance of innovative polymer vertical anchor plates in layered soils by Alireza Parsa, Hamed Niroumand, Lech Balachowski

“…Abstract This study explores the innovative use of polymer plate anchors in geotechnical engineering, addressing some of the limitations of traditional steel plate anchors. …”
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Sustainable geopolymerization approach to stabilize fat clay under various temperature conditions by Georgy Lazorenko, Anton Kasprzhitskii

“…Fat clays are a problematic type of soil with relatively wide distribution and representing a significant potential threat in geotechnical engineering. Under conditions of climate change, this problem is particularly acute. …”
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Experimental Study of Ultralight (<300 kg/m3) Foamed Concrete by Xianjun Tan, Weizhong Chen, Yingge Hao, Xu Wang

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Experimental Study on the Temperature Field of Cold Region Tunnel under Various Groundwater Seepage Velocities by Shiding Cao, Taishan Lu, Bo Zheng, Guozhu Zhang

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An Investigation on Local Shearing Mechanisms of Irregular Dentate Rock Joints Using the PFC by Jiuyang Huan, Mingming He, Zhiqiang Zhang, Mengdie Hu

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Experimental Investigation on Joint Effects in Rock Cutting with a Conical Pick Under Unrelieved Cutting Conditions by Han-Eol Kim, Min-Seong Kim, Wan-Kyu Yoo, Chang-Yong Kim, Ji-Seok Yun

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A Centrifuge Model Test of the Ground Motion Response in a Moderately Stiff Soil by Jing-Yan Lan, Ting Wang, Diwakar Khatri Chhetri, Mohammad Wasif Naqvi, Liang-Bo Hu

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Mechanical Properties and Energy Dissipation of Sandstone under Cyclic Loading-Unloading by Shoudong Xie, Chang Su, Ying Xu, Qianqian Wang, Jian Wang, Zixiang Xia

“…For the bearing rock in geotechnical engineering, it is frequently affected by external loads. …”
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Shearing Performance of Natural Joints with Different Roughnesses under Direct Shearing Tests by Yang Zhang, Jinliang Song, Dawei Hu, Yuzhang Liu, Fujian Zhou

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Effects of Nonaqueous Phase Liquids Pollution on the Permeability and Microstructure of In-Filed and Laboratory Soaked Contaminated Clay Soils by Yanbin Gao, Jiadan Liu

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IDENTIFICATION OF THE HARD LAYER USING WENNER CONFIGURATION RESISTIVITY METHOD (CASE STUDY: JALAN SAMBOJA – SEPAKU) by Febrian Dedi Sastrawan, Liliana Rossa, Rahmania Rahmania, Meidi Arisalwadi, Adrian Rahmat Nur

“…Efforts that can be made to deal with the occurrence of land subsidence are geotechnical engineering, such as making siring. In the construction process, the siring foundation must be planted in a dense layer of soil that is not easily shifted or unstable, which is also known as a hard layer. …”
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Multifactor Analysis of Landslide Mechanisms: A Case Study of Yongji Expressway, China by Qingfeng Meng, Xuyue Hu, Jing Zhang, Peng Li, Chunguang Zhou, Zhi Wang

“…Combining the experimental results and similar geotechnical engineering experience, by back-calculation, the parameters of the soft interlayer are calculated as C(5 kPa) and ϕ (8.5°). …”
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Effect of Additives on the Rheological and Mechanical Properties of Microfine-Cement-Based Grout by Shuai Zhang, Weiguo Qiao, Yanzhi Li, Kai Xi, Pengcheng Chen

“…Enhancement of the fluidity and mechanical performance of grouting materials has proven to be an effective method of seepage prevention in geotechnical engineering. In this research, a microfine-cement-based grout mixed with microfine fly ash (MFA), nano-CaCO3 (NC), and superplasticizer (SP) was designed to improve the rheological and mechanical properties of grouting materials, and the particle size distribution, fluidity, spreading ability, bleed capacity, setting time, and mechanical properties were studied. …”
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A simplified method for calculating the reliability of rockfill dams slope stability using nonlinear parameters by Li Kangping, Zhou Heng, Li Feng, Du Jifang, Zhao Qing, Bai Yani

“…Abstract Slope Reliability analyses are widely used in geotechnical engineering. A reliability analysis of the slope stability of rockfill dams is based on the strength of the granular materials used. …”
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