SLOPES

作品数：210被引量：554H指数：10
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Slaying on the Slopes
《Beijing Review》2025年第11期46-47,共2页Elsbeth van Paridon 
Aturtle on the slopes may not exactly evoke images of Olympic greatness,but this winter season-from November 2024 to this March-China's ski slopes have seen an invasion of"shell-packing"skiers and boarders.We're talki...
关键词：China. STATEMENT PACKING 
Influence of the Scandinavian Pattern on Summer Extreme Precipitation over the Eastern Slopes of the Tibetan Plateau
《Advances in Atmospheric Sciences》2025年第3期438-452,共15页Quanliang CHEN Ziqi ZHANG Yang LI Yujing LIAO Dandan DONG 
financially supported by the National Natural Science Foundation of China(Grant Nos.U20A2097,U2442210 and 42175042);Natural Science Foundation of Sichuan Province(Grant No.2024NSFTD0017)。
The Scandinavian(SCA)pattern is an important climate signal in regulating the variability of summer extreme precipitation(SEP)over the eastern slopes of the Tibetan Plateau(ESTP).There is a strong negative correlation...
关键词：atmospheric circulation extreme precipitation Scandinavian pattern moisture budget 
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 
Stability analysis of cut-fill and deep patch unsaturated slopes under steady infiltration conditions
《Science China(Technological Sciences)》2025年第1期352-363,共12页Fei ZHANG Shilin JIA Yufeng GAO 
supported by the National Natural Science Foundation of China(Grant Nos.52378335 and 52322808);the Qinglan Project of Jiangsu Province of China。
Cut-fill slopes,as an economical solution in mountainous road construction,are typically jeopardized by cracks and rainfall.Deep patch repair with geosynthetics is an effective technique to mitigate these issues.This ...
关键词：slope stability limit analysis unsaturated soil geosynthetic-reinforced slope cut-fill slope deep patch 
Analysis by Numerical Simulation of the Stabilization of Slope Sites under Building Loads
《Open Journal of Civil Engineering》2024年第4期641-658,共18页Christopher Bujiriri Mushengezi Emmanuel Mikerego Simon Muya Kasanda 
This study evaluates the effects of the initial situation of the site (slope and quality of the soil with its resistance characteristics), building loads, support and drainage/non-drainage on the safety and stability ...
关键词：Numerical Simulation STABILIZATION Sites on Loaded Slopes Bujumbura 
Instability mechanisms of slope in open-pit coal mines:From physical and numerical modeling
《International Journal of Mining Science and Technology》2024年第11期1509-1528,共20页Guanghe Li Zihuan Hu Dong Wang Laigui Wang Yanting Wang Lichun Zhao Hongjun Jia Kun Fang 
supported by the National Natural Science Foundation of China(Nos.52204135 and 52374124);Young Elite Scientists Sponsorship Program by China Association for Science and Technology(No.2023QNRC001);Basic Research Project of Liaoning Provincial Department of Education,China(No.LJ222410147010);2022 China Liaoning International Science and Technology Cooperation Plan Project(No.2022JH2/10700004);Ordos Major Science and Technology Program,(No.JBGS-2023-003)。
The stability of open-pit mine slopes is crucial for safe and efficient mining operations.However,the presence of weak interlayers poses significant challenges in maintaining the stability of slopes.To explore the imp...
关键词：Open-pit mine slopes Instability mechanisms Rock arching Particle image velocimetry Strain monitoring 
Rill erosion and controlling factors on highway side-slopes in the permafrost region
《Journal of Mountain Science》2024年第11期3669-3682,共14页LI Rui WU Lilei CAO Longxi KONG Yaping CHEN Guo WU Ting 
funded by the Second Tibetan Plateau Scientific Expedition and Research(STEP),grant number 2021QZKK0203;the National Key Research and Development Program of China,grant number 2021YFB2600105.
Soil erosion on highway side-slope has been recognized as a cause of environmental damage and a potential threat to road embankments in the high-altitude permafrost regions.To assess the risk to roads and to protect t...
关键词：Rill erosion Rill morphology Highway side-slope Permafrost region Qinghai‒Tibet Highway 
Variation in the surface heat flux on the north and south slopes of Mount Qomolangma被引量：1
《Atmospheric and Oceanic Science Letters》2024年第5期28-33,共6页Yonghao Jiang Maoshan Li Yuchen Liu Ting Wang Pei Xu Yaoming Ma Fanglin Sun 
financially supported by the National Natural Science Foundation of China[grant number 42230610];the Second Tibetan Plateau Scientific Expedition and Research(STEP)program[grant number 2019QZKK0103];the Natural Science Foundation of Sichuan Province[grant number 2022NSFSC0217];the Scientific Research Project of Chengdu University of Information Technology[grant number KYTZ201721].
The distinctive conditions present on the north and south slopes of Mount Qomolangma,along with the intricate variations in the underlying surfaces,result in notable variations in the surface energy flux patterns of t...
关键词：Mount Qomolangma TESEBS model Remote sensing retrieval Surface heat fluxes 
Numerical analysis of downward progressive landslides in long natural slopes with sensitive clay被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第10期3937-3950,共14页Yujia Zhang Xue Zhang Xifan Li Aindra Lingden Jingjing Meng 
support provided by the UK Engineering and Physical Sciences Research Council(EP/V012169/1).
Landslides occurring in sensitive clay often result in widespread destruction,posing a significant risk to human lives and property due to the substantial decrease in undrained shear strength during deformation.Assess...
关键词：Sensitive clay landslides Long natural slopes Translational progressive failure Flow slides Spread Nodal integration-based particle finite element method(N-PFEM) 
Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis:A case study of the Wangjiayan landslide in Beichuan, China
《Earthquake Engineering and Engineering Vibration》2024年第3期537-545,共9页Gao Yufeng Liu Yang Geng Weijuan Zhang Fei 
National Natural Science Foundation of China under Grant Nos.52378335 and 52322808.
A seismic-induced landslide is a common geological catastrophe that occurs in nature.The Wangjiayan landslide,which was triggered by the Wenchuan earthquake,is a typical case in point.The Wanjiayan landslide caused ma...
关键词：LANDSLIDE Wenchuan earthquake surficial failure limit analysis stability QUASI-STATIC 
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