Application of the GSI system for slope stability studies on selected slopes of the Crocker Formation in Kota Kinabalu area, Sabah by Lee, Kiun You, Ismail Abd Rahim

“…The objectives of this study are to determine the Geological Strength Index (GSI) rating, rock mass properties and slope stability for the selected slopes. Engineering geological mapping and discontinuity survey were conducted to obtain quantitative description of discontinuities as well as rock sampling based on grain sizes. …”
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Numerical Simulations of the Soil–Rock Mixture Mechanical Properties Considering the Influence of Rock Block Proportions by PFC2D by Wenwei Gao, Hairong Yang, Le Wang, Ruilin Hu

“…Soil-rock mixtures (S-RMs), as a kind of special engineering geological material, need to be studied because of the special structure and complex movement mechanism of their rock blocks, their physical and mechanical properties, and the factors underlying rock block movement in the process of their deformation and failure. …”
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Mechanical Properties of Composite Silty Soil Modified with Cement and Zirconia-Based Nanopowder by Jun Hu, Chenming Xu, Junhao Ren, Hui Xiong, Zhixin Wang, Yongchang Yang

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GE-31AB : case studies and analyses of slope instability and stabilization methods by Ong, Soon Hwee

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Dynamic formation mechanism of a karst landslide triggered by mining of multiple-layer & shallow-seated coal seams by CUI Fangpeng, WU Qiang, LI Bin, XIONG Chen, LIU Xinrong, LI Jiangshan, LIU Xiaoyu

“…Detailed site geological investigation, full-scale block distinct-element-code modeling and related engineering geological analysis were conducted to recognize main characteristics, controlling factors and dynamic formation mechanism of a so-called underground mining-induced landslide. …”
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DETERMINATION OF THE STABILITY OF ROCK-FALL SITES ON THE MUGULE-MUKUNGA STRETCH OF THE FAR EASTERN RAILWAY by Aleksandr V. Sakharovskiy, Lyudmila A. Strokova

“…This study aims to assess the engineering-geological and hydrogeological conditions of dangerous slopes and calculate their stability. …”
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Analysis on the accumulation deposits characteristics and formation mechanism of Kangyang landslide in the upper reaches of Yellow River by Gang WEI, Zhiqiang YIN, Yinfei LUO, Liqin WAN, Chunxiao LI

“…Combining with the engineering geological drilling data, detailed field investigation and grain size analysis, the author studied the Kangyang landslide morphology characteristics, formation age, grain size of landslide deposit and its formation mechanism. …”
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Temporal and spatial characteristics of landslide susceptibility in the West open-pit mining area, Fushun, China by WU Jihuan, ZHANG Chunshan, MENG Huajun, GUO Han, WU Kungang, LI Hongjia

“…We compared susceptibility changes caused by the temporal and spatial differences using the Improved Frequency Ratio model on the selected two types of hazard-triggering factors, including human engineering activities (mainly mining engineering disturbances) and engineering geological conditions. And the results pointed to slope structure, engineering rock group and hydrogeological conditions as the influencing factors. …”
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The Stability of Dams with Different Stoping Elevations in the Tongling Valley-Type Tailings Impoundment: A Case Study in Yunnan China by Yiwen Pan, Jianping Chen, Xiaohuan Zuo, Cheng Zhang, Shuangshuang Wu

“…However, the stability of the tailings dams during the recovery process is also a severe issue. Based on engineering geological surveys and laboratory tests, the evolution of the Tongling tailings impoundment’s instability characteristics under different recovery heights and diverse working conditions was analyzed by numerical simulation. …”
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Three-dimensional numerical analysis of the Changgeluo landslide-tunnel engineering disaster on Shangri-Lato Lijiang highway by Jianfei Wang, Kunjue Liu, Wenjiao Zhou, Yufang Zhang, Yankun Wang, Jiawei Fan

“…This paper takes the typical landslide-tunnel disaster site of Shangri-La to Lijiang highway-Changgeluo landslideas an example, uses on-site engineering geological surveys, drilling, and other methods to determine the cause mechanism and deformation characteristics of the landslide, utilizes numerical simulation to study the spatial stress-strain characteristics and stability state of the Changgeluo landslide under natural, rainfall and tunnel excavation conditions, studies the interaction between the landslide and the tunnel, and proposes corresponding disaster prevention and control plans. …”
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Data Mining: Caliper Prediction Based on Gamma Logging While Drilling by Jiang Shaolong, Zhang Guoqiang, Yuan Renguo, Li Xin, Feng Enlong

“…The successful application of this method provides an idea for accurately guiding the drilling and completion operations, a way for raising the utilization rate of logging data, and an important technical support for increasing reserve and production and promoting engineer-geology integration in Bohai Sea.…”
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Transport Infrastructure SHM Using Integrated SAR Data and On-Site Vibrational Acquisitions: “Ponte Della Musica–Armando Trovajoli” Case Study by Felice Carlo Ponzo, Chiara Iacovino, Rocco Ditommaso, Manuela Bonano, Riccardo Lanari, Francesco Soldovieri, Vincenzo Cuomo, Francesca Bozzano, Paolo Ciampi, Matteo Rompato

“…The DInSAR results have been integrated with the identification of the dynamic characteristics of the bridge, performed through an experimental campaign of ambient vibration measurements carried out in October 2020 and with the local-scale definition of the engineering geological setting of the foundation soil. The subsoil of the bridge is constituted by more than 50 m of recent alluvial deposits resting on Pliocene stiff clay acting as a geological bedrock. …”
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3D geological suitability evaluation for underground space based on the AHP-cloud model by Fei Deng, Jian Pu, Yu Huang, Qingding Han

“…This paper presents an engineering geological suitability assessment framework based on 3D geological modeling and an analytic hierarchy process (AHP)-cloud model. …”
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Numerical modeling of influence of soil mass reinforcement with cement-sand grouting on foundation deformation by Ludmila Aleksandrovna Strokova, Sohaib Sabah Tarek Tarek, Vera Valerievna Golubeva, Volodymyr Ivanov

“…The methods used in the study: the analysis of materials of engineering-geological researches for designing object. Strength and deformation characteristics of soils were determined by the laboratory and field methods. …”
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On-Site Monitoring for the Stability Evaluation of a Highway Tunnel above Goaves of Multi-Layer Coal Seams by Guangtao Cai, Wanghua Sui, Shenglin Wu, Jilin Wang, Jiaxing Chen

“…Methods including data collection, engineering geological survey, drilling, geophysical prospecting, testing, and on-site monitoring were adopted, and a geo-mechanical model was established to conduct the research. …”
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Seismic performance analysis of shallow-buried large-scale three-box-section segment-connected pipeline structure under multiple actions by Hui Wang, Zhen Chen, Shujiang Ma, Xiaoke Li, Shiming Liu, Shunbo Zhao

“…The main influencing factors are set as the thickness of overburden soil, the flow condition and the engineering geological condition. The time-history analysis is carried out on the 3D FE model under Elcentro seismic wave excitation. …”
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TYPES AND DISTRIBUTION OF QUATERNARY DEPOSITS ORIGINATING FROM CARBONATE ROCK SLOPES IN THE VINODOL VALLEY, CROATIA – NEW INSIGHT USING AIRBORNE LIDAR DATA by Petra Jagodnik, Sanja Bernat Gazibara, Vedran Jagodnik, Snježana Mihalić Arbanas

“…Lithological materials are classified according to engineering geological principles, and represent engineering formations. …”
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A Theoretical Model to Predict Both Horizontal Displacement and Vertical Displacement for Electromagnetic Induction-Based Deep Displacement Sensors by Xiong Li, Renyuan Tong, Qing Li, Hongliang Zhou, Nanying Shentu, Hongjian Zhang

“…Deep displacement observation is one basic means of landslide dynamic study and early warning monitoring and a key part of engineering geological investigation. In our previous work, we proposed a novel electromagnetic induction-based deep displacement sensor (I-type) to predict deep horizontal displacement and a theoretical model called equation-based equivalent loop approach (EELA) to describe its sensing characters. …”
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Study on the mechanism and response law of fracture movement on the super-high position hard-thick strata by Guangchao Zhang, Guanglei Zhou, Lei Wang, You Li, Yingshi Gu, Zhi Qu, Xipo Zhao, Maosheng Yin, Fangfang Wang, Lingzhuo Zhang

“…The research results of this paper are of guiding significance for the study of the breaking law of hard-thick strata under similar engineering geological conditions and disaster pre-control.…”
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Evaluation of geological hazard susceptibility of collapse and landslide in Yuanyang County using slope units and random forest modeling by Shuai LIU, Jieyong ZHU, Dehu YANG, Bo MA

“…Through a large number of statistical study and analysis of geological environment condition, nine evaluation factors were selected, including engineering geological petrofabric, landform type, elevation, gradient, slope direction, curvature, ups and downs, rivers, distance and fault distance. …”
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