Stability Analysis of Horizontal Layered Multi-Stage Fill Slope Based on Limit Equilibrium Method by Xiaohui Li, Shuaihua Ye, Manman Qiu, Weina Ye, Jingbang Li

“…The research results can provide a theoretical basis and practical reference for stability analysis, filler selection, and engineering design of the fill slope.…”
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Stability Analysis of Slope with Multiple Sliding Surfaces Based on Dynamic Strength-Reduction DDA Method by Shuhong Wang, Chengjin Zhu, Pengyu Wang, Zishan Zhang

“…The present study aims to elucidate the problem of a rock mass structural plane with a range of damage degrees and the numerical model selection for analysis of a slope with multiple sliding surfaces. …”
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Water erosion and its mitigation in sloped black soil farmlands in Northeastern China: A review by SHEN Haiou, REN Ming, WEN Leilei, LIANG Yushi, LIU Yang

“…【Conclusion】 Water erosion is a great challenge in sloped black soil farmland in Northeastern China, influenced by both natural factors and human activities. …”
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Research on Dynamic Path Planning of Wheeled Robot Based on Deep Reinforcement Learning on the Slope Ground by Peng Wang, Xiaoqiang Li, Chunxiao Song, Shipeng Zhai

“…Finally, the non-maximum suppression method is used to select the best path from the plurality of eligible candidate paths. …”
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Research on the Method for Solving the Safety Factor of Rock Slope Based on Deformation Monitoring Warning Threshold by Xiaoyan Wei, Xiuli Zhang

“…The discrete element method (3DEC), which is suitable for rocky slopes, is selected as the numerical calculation tool, the convergence criterion of its strength reduction method is modified to the slope deformation rate threshold, and the method is realized by the bifurcation method through its built-in FISH programming language. …”
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A spatial slip plane-based vegetation model for slope reinforcement and shallow landslide mitigation by I.G. Tejakusuma, E.H. Sittadewi, A. Mulyono, T. Handayani, A. Tohari, H.E.H. Fatahillah, Z. Zakaria, E.B. Budiman, N. Utami

“…Pre-landslide vegetation, dominated by garden plants, bamboo, and selectively harvested woody species, had limited slope stabilization effects. …”
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Influence of calculation methods and model distribution of soil properties on the results of quantitative evaluation of slope stability by F. K. Bufeev, I. K. Fomenko

“…Four models of soil properties distribution in the landslide hazardous slopes are considered: the way used in domestic engineering geological practice - soil properties parameter values are set within outlined geological items; the abroad practice way - soil properties normative values are set within selected lithological types; proposed to consider the new approaches - the values of soil properties are set discretely within the outlined geological items; values of the properties of soils are specified discretely in a massif. …”
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Thermal and desalination performance enhancement of single slope solar still using phase change material by Suvanjan Bhattacharyya, Surjo Das, Sumit Khatri

“…Abstract The study that is being presented focused on the numerical analysis of the melting regime for various phase change materials (PCMs) in order to select an optimal material that would enhance the desalination efficiency of single-slope solar stills. …”
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Stability Evaluation of Rock Slope in Hydraulic Engineering Based on Improved Support Vector Machine Algorithm by Fei Li, Hongyun Zhang

“…How to correctly evaluate the stability of the slope and obtain the parameters of the slope has always been the focus of research and production personnel at home and abroad. …”
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Study on systematic instability and stability control of soft rock slope in open-pit coal mine by Meng HAN

“…In order to solve the problem of systematic instability of soft rock slope, the slope stability control technology is proposed, and the typical open-pit coal mine in eastern Inner Mongolia is selected as the research object. …”
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Multi-source Data-driven Analysis of Deformation and Influencing Factors for Expansive Soil Canal Slopes by ZHANG Yuhan, HU Jiang, LI Xing

“…Influenced by multiple environmental factors, the deformation mechanisms of these slopes are complex and demonstrate spatiotemporal heterogeneity. …”
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Research on Dynamic Stability of Slopes Under the Influence of Heavy Rain Using an Improved NSGA-II Algorithm by Bohu He, Xiuli Du, Mingzhou Bai, Jinwen Yang, Dong Ma

“…In this study, building upon our existing parameter inversion model, the improved backpropagation genetic algorithm non-dominated sorting genetic algorithm II model (BPGA-NSGA-II), in-depth research was conducted on the selection of key parameters for the model. This study utilized monitoring data to perform an inversion analysis of the real-time mechanical parameters of the slope. …”
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Research on sediment reduction benefits of engineering measures on waste rock slope under different rainfall intensities by Yuning ZHANG, Gang LYU, Taiyu ZHANG, Shuzhen XIONG

“…By dispersing flow and reducing velocity, SWCEMs lowered runoff shear stress and power, thereby mitigating sediment yield.The findings underscore the critical role of appropriate selection and design of SWCEMs in dump slope erosion control, offering a scientific basis for deploying targeted mitigation strategies.…”
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Assessment of rock Slope Stability on Shaqlawa – qoysinjaq Road, North Eastern Iraq by using kinematic analysis by Salam Subhi Hameed, Amera Ismail Hussein, Ayyed Hussein Ward

“… This study aims to assess the stability of the rock slopes on both sides of the road linking (Shaqlawa- qoysinjaq) to some of the exposed geological formations within the northeastern limb of the Safin anticline (Qamchuqa, Bakhma, Shiranish), where (6) stations were selected and a classification was made. …”
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Impacts of Slope Type and Ecological Factors on Vegetation Restoration at DG Hydropower Station in Xizang Autonomous Region by Shen Jian, Li Mingming, Zhou Mingtao, Wang Chenyuan, Cheng Wei

“…[Methods] Five different types of slope (slag accumulation, soil, soil/rock mixed, rock, and concrete ) were taken as the research objects, and the relative soil water content, air temperature, slope and slope aspect were selected as ecological factors. …”
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The Analysis of Anchoring Mechanism of Rock Slope in Two Layers Based on the Nonlinear Twin-Shear Strength Criterion by X. B. Gu, Y. H. Wang, X. J. Ji, Y. H. Zhu

“…The nonlinear strength criterion is introduced into the paper firstly, and then the geometric anchoring characteristic model of rock slope separated from two layers according to rock type with the fracture surface of log-spiral curve considering nonlinear twin-shear criterion subjected to seismic loads is established. …”
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Geotechnical Characteristics and Stability Analysis of Rock-Soil Aggregate Slope at the Gushui Hydropower Station, Southwest China by Jia-wen Zhou, Chong Shi, Fu-gang Xu

“…Two important features of the high slopes at Gushui Hydropower Station are layered accumulations (rock-soil aggregate) and multilevel toppling failures of plate rock masses; the Gendakan slope is selected for case study in this paper. …”
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Geological Aspect of Slope Failure and Mitigation Approach in Bireun - Takengon Main Road, Aceh Province, Indonesia by Ibnu Rusydy, Didik Sugiyanto, Lono Satrio, . Zulfahriza, Imam Munandar

“…Several research methodologies were conducted in the field such as rock and soil identification, and slope assessment. The survey was conducted in four selected areas along Bireun – Takengon main road. …”
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Slope stability and surface displacement analysis of the Kuther Landslide in the Dehar Watershed, Himachal Himalaya, Northern India by Arun Kumar, Shashi Kant Rai, Imran Khan, Manthena Prashanth, Sunil Dhar, Omkar Verma

“…Field-based slope stability assessments are essential for slope mass characterization and slope stabilization, helping planners predict and select suitable construction strategies for roads and other infrastructure. …”
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Three Decades of Tillage Driven Topsoil Displacement and Soil Erosion Attenuation on Loess Plateau Slope Farmlands by Shuanhu Li, Bohan Zhao, Huimin Wu, Rongbiao Li, Ping Wang

“…In this study, farmland with an initial slope gradient of 20° was selected for the experiment, and three decades of field monitoring data (1990s–2020s) and the Universal Soil Loss Equation (USLE) model were used for comparative calculation. …”
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