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Erratum to:Reactivation mechanisms of the ancient Dahekou landslide in Hanzhong town,Shaanxi Province,China: 《Journal of Mountain Science》2025年第4期1516-1516,共1页NAN Kai LUO Yonghong XU Qiang ZHAO Bo SONG Huaying; The original online version https://doi.org/10.1007/s11629-024-9130-x has wrong title.The correct title for this article should be“Reactivation mechanisms of the ancient Dahekou landslide in Hanzhong City,Shaanxi Pro...; 关键词：Dahekou landslide reactivation mechanisms Shaanxi province dahekou landslide ancient landslide Hanzhong China

Stability analysis of karst anti dip rock slope induced by underground coal mining——A case study of Jiguanling landslide, China: 《Journal of Mountain Science》2025年第4期1226-1244,共19页ZHONG Zuliang LIANG Erwei WANG Nanyun XU Yawei; supported by the National Natural Science Foundation of China(No.52474092,52074042);National Key Research and Development Program of China(No.2018YFC1504802)。; In recent years,the southwestern region of China has experienced a surge in significant mountain collapses,predominantly linked to underground mining operations.This investigation targets the Jiguanling area in Wulong...; 关键词：Anti-dip rock slope Mining action Slope deformation mechanism Slope instability mechanism Evolution law of cracks

Reactivation mechanisms of the ancient Dahekou landslide in Hanzhong City, Shaanxi Province, China: 《Journal of Mountain Science》2025年第4期1245-1260,共16页NAN Kai LUO Yonghong XU Qiang ZHAO Bo SONG Huaying; funded by the National Natural Science Foundation of China(Grant No.42077257)。; Ancient landslides with platform geomorphology occasionally reactivate,posing serious geohazards.On September 9,2021,persistent heavy rainfall triggered the reactivation of the Dahekou ancient landslide within a gentl...; 关键词：Ancient landslide Landslide reactivation mechanism Evolutionary process GEOHAZARD

Creep characteristics of ultra-soft mudstone and creep-slip analysis of Gaomiao landslide: 《Journal of Mountain Science》2025年第3期1048-1061,共14页PANG Shihui SUN Xiaoming WANG Shanyong MIAO Chengyu SHI Guangcheng SUN Li TAO Zhigang; The work described in this paper is partially supported by the Second Tibetan Plateau Scientific Expedition and Research Grant(2019QZKK0708);ARC Discovery Project grants(DP210100437,DP230100126),for which the authors are very grateful.; The creep-slip behavior of creeping landslides is closely related to the creep characteristics of slope rock.This study analyzed the creep behavior of ultra-soft mudstone from the Gaomiao landslide in Haidong City,Qin...; 关键词：Creep-slip landslide Ultra-soft mudstone Creep experiment Moisture content Stress level

Forecasting landslide deformation by integrating domain knowledge into interpretable deep learning considering spatiotemporal correlations: 《Journal of Rock Mechanics and Geotechnical Engineering》2025年第2期960-982,共23页Zhengjing Ma Gang Mei; supported by the Postdoctoral Fellowship Program of CPSF(Grant No.GZB20230685);the National Science Foundation of China(Grant No.42277161).; Forecasting landslide deformation is challenging due to influence of various internal and external factors on the occurrence of systemic and localized heterogeneities.Despite the potential to improve landslide predict...; 关键词：GEOHAZARDS Landslide deformation forecasting Landslide predictability Knowledge infused deep learning interpretable machine learning Attention mechanism Transformer

Unraveling the risk perception paradox:How benefits,self-efficacy,and social networks drive farmers'landslide mitigation efforts in Gansu,China: 《Journal of Mountain Science》2025年第2期747-762,共16页WANG Jue WANG Yanping WANG Rui; funded by National Social Science Foundation of China(Grant Number 24&ZD164)。; Public participation is crucial in mitigating disasters.Stemming from the ongoing debate on benefit-and risk-driven approaches to landslide mitigation,this study seeks to uncover the factors and underlying mechanisms ...; 关键词：Landslide mitigation WILLINGNESS Benefit and risk perception SELF-EFFICACY

Landslide Geomorphology:Pattern,Process and Stability: 《Journal of Earth Science》2025年第1期327-332,共6页Haijun Qiu Yingdong Wei; funded by the Key Research and Development Projects of Shaanxi Province(No.2024SFYBXM-669);the National Natural Science Foundation of China(No.42271078)。; 0 INTRODUCTION Landslide is one of the most common and serious natural disasters in the world,which causes great damage to social development and people's life and property safety(Wei et al.,2024;Froude and Petley,201...; 关键词：LANDSLIDE LANDSLIDE DISASTER

Numerical Simulation of the Attack of Landslide-Generated Waves on a Vertical Wall: 《China Ocean Engineering》2025年第1期125-134,共10页ZHENG Fei-dong HU Ya-an; financially supported by the Natural Science Foundation of Chongqing,China(Grant No.cstc2020jcyj-bshX0043);POWERCHINA Science and Technology Project(Grant No.DJ-ZDXM-2022-28);Yunnan Fundamental Research Projects(Grant No.202401CF070042).; In channel reservoirs,a quantitative characterization of landslide-generated impulse wave-structure interactions is essential for evaluating potential damage to infrastructure and dams.In this study,the problem of lan...; 关键词：channel reservoirs landslide-generated impulse waves solitary waves wave-structure interaction wave reflection

Research of Landslide Areas Developed in the Influence Zone of the Right Slope of the Zhinvali Reservoir to Determine Their Dynamics for the Purpose of Traffic Safety: 《Journal of Geoscience and Environment Protection》2025年第2期10-21,共12页Zurab Varazashvili Zurab Kakulia Irakli Ramishvili George Gaprindashvili Goga Chakhaia George Tlashadze Dali Chutkerashvili; The article presents the results of field, office and laboratory research of landslide areas developed on the right slope of the Zhinvali Reservoir section of the Georgian Military Road, according to which the area of...; 关键词：LANDSLIDE Georgia GEOLOGY Slope Stability Laboratory

Dynamic modeling of minimum mass of pore-gas for triggering landslide in stable gentle soil slope: 《Journal of Rock Mechanics and Geotechnical Engineering》2025年第2期652-670,共19页Xingyu Kang Zhongqi Quentin Yue; supported by grants from the Research Grant Council of the Hong Kong Special Administrative Region,China(Project No.HKU 17207518).; This paper presents a dynamic modeling method to test and examine the minimum mass of pressurized pore-gas for triggering landslides in stable gentle soil slopes.A stable gentle soil slope model is constructed with a ...; 关键词：LANDSLIDE Gentle soil slope Physical model test Minimum pore-gas mass Soil upheaval Dynamic modeling

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