Strength, Hydraulic, and Microstructural Characteristics of Expansive Soils Incorporating Marble Dust and Rice Husk Ash by Fazal E. Jalal, Sultani Mulk, Shazim Ali Memon, Babak Jamhiri, Ahsan Naseem

“…In an attempt to counter the treacherous damage of such soils in modern geotechnical engineering, efforts are underway to utilize environmentally friendly and sustainable waste materials as stabilizers. …”
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Optimizing Subsurface Geotechnical Data Integration for Sustainable Building Infrastructure by Nauman Ijaz, Zain Ijaz, Nianqing Zhou, Zia ur Rehman, Hamdoon Ijaz, Aashan Ijaz, Muhammad Hamza

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A COMPARATIVE STUDY ON THE EFFECT OF SISAL FIBRE AND WASTE PLASTIC STRIPS IN STRUCTURAL STRENGTH IMPROVEMENT OF TROPICAL BLACK CLAY by YOHANNA PAUL, BADAMASI ABDULRAHMAN, ISHOLA KAZEEM, ODOH KELVIN CHUKWUEBUKA, ABDULKADIR MOHAMMED NYAKO, FWANGSHAK GAYUS MIJE

“…Based on the results, BCS/waste plastic strips improved the soil more than BCS/sisal fibre treated soil and is recommended at optimal 2% waste plastic strips for geotechnical engineering application such as road payment. …”
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Study on its application and unstable risk subarea estimation method of mountainous traffic engineering’s spoil ground by Jihong Zhang, Zhongji Dong, Xiaotao Yin, Min Yang

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Using stone dust as an improvement material for cement gravel column by Raksiri Sukkarak, Pornkasem Jongpradist, Panich Voottipruex, Pitthaya Jamsawang, Suraparb Keawsawasvong, Teerawut Pansuwannakun, Ittipon Meepon

“…This study investigates the potential of utilizing stone dust as a sustainable enhancement material for cement gravel columns in geotechnical engineering applications. A cement gravel (CG) column was employed for ground improvement in foundation engineering, offering increased load-bearing capacity and structure stability. …”
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Creep characteristics of sandstone during freezing/thawing process by Yongjun SONG, Jinghui CAO, Keyan CHENG, Huimin YANG, Ran BI, Kun ZHANG

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Mechanism of Coal Bump among Mine Group under the Control of Large Geological Body: A Case Study of Yima Mining Area, China by Yizhe Li, Shankun Zhao, Qingxin Qi, Pengzhi Pan, Xiangzhi Wei, Yin Wang, Ningbo Zhang, Yang Zhao, Haitao Chai, Qilin Hao

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Integrated Three-Dimensional Structural and Petrophysical Modeling for Assessment of CO2 Storage Potential in Gas Reservoir by Syed Yasir Ali Shah, Jiangfeng Du, Sayed Muhammad Iqbal, Linze Du, Umair Khan, Baoyi Zhang, Jingqiang Tan

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Three-dimensional omnidirectional characterization methods of rock anisotropic wave velocity and acoustic emission location optimization by Shengjun MIAO, Wenxuan YU, Mingchun LIANG, Pengjin YANG, Conghao LI, Zejing LIU

“…In addition, this method is applicable to microseismic positioning, offering a more accurate solution for monitoring and early warning in geotechnical engineering disasters.…”
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Properties of the Loess Sediments in Ostrava Region (Czech Republic) and Comparison with Some Other Loess Sediments by Marian Marschalko, Işık Yilmaz, Lucie Fojtova, David Lamich, Martin Bednarik

“…It is vital for engineering geologists and geotechnical engineers to be sufficiently informed on the foundation soil properties of widespread geological environments because of professionalism and higher quality of their work results. …”
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A Review on Soil-Foundation-Interaction Models by Gaurav Pandey, Dhirendra Patel, Vishal Mourya, Rajesh Kumar, Suresh Kumar

“…This paper deals with the different types of soil-foundation interaction models useful for structural as well as geotechnical engineers and researchers for safe and economical raft design. …”
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On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review by Fazal E. Jalal, Yongfu Xu, Babak Jamhiri, Shazim Ali Memon

“…This work will help geotechnical engineers to opt for suitable CSM in the field of geoenvironmental engineering in committing to sustainable construction of civil engineering structures over expansive soils.…”
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Effects of Clay and Moisture Content on Direct Shear Tests for Clay-Sand Mixtures by Muawia A. Dafalla

“…The direct shear test using shear box is commonly recommended by practicing geotechnical engineers to obtain the cohesion and angle of internal friction for granular soils. …”
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Optimizing the Prediction Accuracy of Friction Capacity of Driven Piles in Cohesive Soil Using a Novel Self-Tuning Least Squares Support Vector Machine by Doddy Prayogo, Yudas Tadeus Teddy Susanto

“…It makes for a reliable and robust assistance tool in helping all geotechnical engineers estimate friction pile capacity.…”
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