SLOPE

作品数:1049被引量:2613H指数:19
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相关作者:梁顺攀张玉连杨卫新姜清辉王荣波更多>>
相关机构:中国科学院昆明理工大学吉林大学西南交通大学更多>>
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相关基金:国家自然科学基金国家重点基础研究发展计划中国博士后科学基金国家教育部博士点基金更多>>
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Separation and Transport of Sediment Particles Due to the Erosion of Sand-Covered Slopes
《Fluid Dynamics & Materials Processing》2025年第4期819-831,共13页Shanshan Tang Zhanbin Li Xubin Zhu Peng Li Zhaoyang Feng Guoliang Yang Huake Chang Zefeng Che 
research was funded bymultiple sources,including the Guangxi Natural Science Foundation of Youth Fund(2020GXNSFBA159004);the National Natural Science Foundation Project of China(51779204);the Guilin University of Technology High-Level Talent Research Startup Project(GUTQDJJ2018069).
The particle size distribution plays a crucial role in the transportation and deposition of eroded sediments.Gaining insights into the related sorting mechanism can significantly enhance our understanding of such proc...
关键词:Sand-covered slope EROSION simulated rainfall particle size sediment sorting 
Water diffusion characteristics of vegetation concrete under buried infiltration irrigation
《Journal of Mountain Science》2025年第4期1189-1204,共16页WANG Chenyuan CHEN Jiangang YOU Yong ZHOU Mingtao Abrar HUSSAIN WANG Xi-an WANG Jinshui 
supported by the National Natural Science Foundation of China(Grant No.41925030);the Nyingchi National Sustainable Development Experimental Zone Project(2023-SYQ-007);the Science and Technology Research Program of Institute of Mountain Hazards and Environment,Chinese Academy of Sciences(Grant No.IMHE-ZDRW-02)。
Numerous steep slopes resulting from infrastructure construction drastically affect ecological landscapes.The vegetation concrete(VC)ecological slope protection method efficiently rehabilitates slope ecosystems.Despit...
关键词:Slope ecological restoration Water diffusion Vegetation concrete Numerical simulation IRRIGATION 
Transmedia seepage characteristics of slope-concrete stabilizing piles interface systems in cold regions
《Journal of Mountain Science》2025年第3期1015-1028,共14页FENG Xue WANG Boxin WANG Qing CHEN Huie FU Lanting 
financially supported by Jilin Provincial Natural Science Foundation (No.20220101164JC)。
Understanding the factors triggering slope failure is essential to ensure the safety of buildings and transportation infrastructure on slopes. Specifically,the failure of stabilizing piles due to groundwater migration...
关键词:SLOPE Concrete stabilizing piles Interface systems Transmedia seepage Freeze–thaw cycles MICROSTRUCTURE 
Step-path failure of the rock slopes with large intersection angles between the strikes of strata and surface:a case study
《Journal of Mountain Science》2025年第3期931-949,共19页ZHANG Juehao HUANG Da LI Zhao GUO Zizheng SONG Yixiang XIAO Huabo 
supported by the National Natural Science Foundation of China(No.U23A2047,No.42277187,No.42307248);Natural Science Foundation of Hebei Province(No.D2022202005)。
Rock slopes with large intersection angles between the strikes of strata and surface(RS-LISS)represent a unique type of layered rock slope.These slopes are usually considered to be well stabilized and less prone to la...
关键词:Layered rock slope Step-path failure Slope structure Numerical modeling Failure mechanism 
Deciphering decision-making mechanisms for the susceptibility of different slope geohazards:A case study on a SMOTE-RF-SHAP hybrid model
《Journal of Rock Mechanics and Geotechnical Engineering》2025年第3期1612-1630,共19页Junhao Huang Haijia Wen Jiwei Hu Bo Liu Xinzhi Zhou Mingyong Liao 
the National Key Research and Development Program of China(Grant No.2023YFC3007203).
Different slope geohazards have different causal mechanisms.This study aims to propose a method to investigate the decision-making mechanisms for the susceptibility of different slope geohazards.The study includes a g...
关键词:Random forest Machine learning SMOTE Slope geohazards 
基于MDLOF-iForest和M‑KNN‑Slope的公共 建筑负荷异常数据识别与修复被引量:1
《综合智慧能源》2025年第3期62-72,共11页刘一宁 陈柏安 杜鹏程 林晓刚 江美慧 
国家自然科学基金项目(52307072)。
在公共建筑能耗研究中,对异常负荷值进行识别与修复是不可或缺的数据处理环节。针对现有方法的局限性,提出一种基于马氏距离局部离群因子-孤立森林(MDLOF-iForest)算法和考虑斜率的K近邻改进(M‑KNN‑Slope)算法的负荷异常数据识别与修复...
关键词:公共建筑能耗 负荷数据集 异常数据识别 异常数据修复 马氏距离局部离群因子-孤立森林算法 考虑斜率的K近邻改进算法 
Internal solitary waves in the Shenhu continental shelf slope break zone of the northern South China Sea generate benthic storms
《Science China Earth Sciences》2025年第3期928-942,共15页Yonggang JIA Xuezhi FENG Chaoqi ZHU Linsen WANG Xiaolei LIU Cong HU Hongwei WANG 
the National Natural Science Foundation of China for supporting open scientific expeditions in the northern South China Sea (NORC2020-05, NORC2022-05);supported by the National Natural Science Foundation of China (Grant Nos. 41831280, 42207173);the Natural Science Foundation of Shandong Province (Grant No. ZR2022QD002)。
Internal solitary waves can generate intense bottom currents and turbulent mixing over continental slopes, influencing the redistribution of sediments and pollutants, as well as driving changes in marine geomorphology...
关键词:Internal solitary waves Benthic storms Shear stress Suspended sediment flux Fluvial sediment flux 
Study on interface shear strength between polyurethane treated and original Pisha sandstone under dry-wet cycles
《Journal of Traffic and Transportation Engineering(English Edition)》2025年第1期108-122,共15页Wenbo Ma Xuan Zhou Jiaping Li Yanli Chen Yuyang Li Caiqian Yang Minke Ma Jiale Long Shuaicheng Guo 
financially supported by the National Key R&D Program of China(2017YFC0504505);High-level Talent Gathering Project in Hunan Province(2019RS1059);the financial support provided by Open Fund of Key Laboratory of Road Structure and Material of Ministry of Transport,Changsha University of Science&Technology(kfj180302)。
Currently,utilization of hydrophilic polyurethane(W-OH)materials for slope protection in arid areas has proved to be a cost-effective protocol.The treatment effect highly depends on the interfacial performance between...
关键词:W-OH polyurethane Pisha sandstone slope Dry-wet cycles Direct sheartest Interface strength Ethylene-vinyl acetate 
Micromechanical analysis of particle corner effect on bearing and deformation behaviors of coral sand slope foundation under a strip footing
《Journal of Central South University》2025年第2期624-642,共19页PENG Yu LUO Zhao-gang HE Shao-heng QU Li-ming DING Xuan-ming 
Projects(51878103,52208370)supported by the National Natural Science Foundation of China;Project(cstc2020jcyjcxtt X0003)supported by the Innovation Group Science Foundation of the Natural Science Foundation of Chongqing,China;Project(2022CDJQY-012)supported by the Fundamental Research Funds for the Central Universities,China。
To understand the specific behaviors of coastal coral sand slope foundations,discrete element method(DEM)was employed to examine the effect of breakable particle corners on the performance of coral sand slope foundati...
关键词:micromechanical analysis coral sand slope foundation particle corner breakage corner interlock 
Analysis by Numerical Simulation of the Geotechnical Behavior of Mining Slopes under the Influence of the Variations of the Geometric and Mechanical Parameters of the Bench Using RocScience (Slide Module Version 6.020): Case of an Open-Pit Mine
《Journal of Geoscience and Environment Protection》2025年第2期275-298,共24页Sidiki Kone Youssouf Berthé Dasso Yollande Traoré Rayane El Ghastalany 
Better benches design enables to optimizes the risks of instabilities, to guarantee maximum of the ore recovery with minimum waste stripping. This requires detailed data on their geometric properties and the mechanica...
关键词:Open-Pit Mine Factor of Safety Stability SLOPE BENCH 
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