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Geostructures, dynamics and risk mitigation of high-altitude and long- runout rockslides 被引量:1
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作者 Yueping Yin Bin Li +3 位作者 Yang Gao Wenpei Wang Shilin Zhang Nan Zhang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第1期66-101,共36页
Long-runout rockslides at high altitude could cause disaster chain in river basins and destroy towns and major infrasturctures.This paper firstly explores the initiation mechanism of high-altitude and long-runout rock... Long-runout rockslides at high altitude could cause disaster chain in river basins and destroy towns and major infrasturctures.This paper firstly explores the initiation mechanism of high-altitude and long-runout rockslides.Two types of sliding-prone geostructure models,i.e.the fault control type in orogenic belt and the fold control type in platform area,are proposed.Then,large-scale experimental apparatus and associated numerical simulations are conducted to understanding the chain-style dynamics of rockslide-debris avalanche-debris flow.The results reveal the fragmentation effects,the rheological behaviors and the boundary layer effect of long-runout avalanche-debris flow.The dynamic character-istics of quasi-static-transition-inertia state and solid-liquid coupling in rapid movement of rockslide-debris avalanche-debris flow are investigated.Finally,the risk mitigation strategy of the non-structure and structure for resilient energy dissipation are illustrated for initiation,transition and deposition zones.The structural prevention and mitigation methods have been successfully applied to the high-altitude and long-runout rockslides in Zhouqu and Maoxian of the Wenchuan earthquake zone,as well as the other major geohazards in Qinghai-Tibet Plateau and its adjacent areas. 展开更多
关键词 ROCKSLIDE High-altitude and long-runout Sliding-prone geostructure Large-scale experimental apparatus Risk mitigation strategy Structural prevention technique
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Characteristics and dynamic analysis of the February 2021 long-runout disaster chain triggered by massive rock and ice avalanche at Chamoli, Indian Himalaya 被引量:1
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作者 Tiantian Zhang Yueping Yin +5 位作者 Bin Li Xiaojie Liu Meng Wang Yang Gao Jiawei Wan Kaushal Raj Gnyawali 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第2期296-308,共13页
A massive rock and ice avalanche occurred on the western slope of the Ronti Gad valley in the northern part of Chamoli,Indian Himalaya,on 7 February 7,2021.The avalanche on the high mountain slope at an elevation of 5... A massive rock and ice avalanche occurred on the western slope of the Ronti Gad valley in the northern part of Chamoli,Indian Himalaya,on 7 February 7,2021.The avalanche on the high mountain slope at an elevation of 5600 m above sea level triggered a long runout disaster chain,including rock mass avalanche,debris avalanche,and flood.The disaster chain had a horizontal travel distance of larger than 17,600 m and an elevation difference of 4300 m.In this study,the disaster characteristics and dynamic process were analyzed by multitemporal satellite imagery.The results show that the massive rock and ice avalanche was caused by four large expanding discontinuity planes.The disaster chain was divided into five zones by satellite images and field observation,including source zone,transition zone,dynamic entrainment zone,flow deposition zone,and flood zone.The entrainment effect and melting water were recognized as the main causes of the long-runout distance.Based on the seismic wave records and field videos,the time progress of the disaster was analyzed and the velocity of frontal debris at different stages was calculated.The total analyzed disaster duration was 1247 s,and the frontal debris velocity colliding with the second hydropower station was approximately 23 m/s.This study also carried out the numerical simulation of the disaster by rapid mass movement simulation(RAMMS).The numerical results reproduced the dynamic process of the debris avalanche,and the mechanism of long-runout avalanche was further verified by parametric study.Furthermore,this study discussed the potential causes of disaster and flood and the roles of satellite images and seismic networks in the monitoring and early-warning. 展开更多
关键词 Rock and ice avalanche Disaster chain Long-runout ENTRAINMENT Flood
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Basic environmental conditions of groundwater at a typical golf course
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作者 XIA Fan SONG Hong-wei +2 位作者 XU Tie-bing SU Ya-nan TIAN Xi-zhao 《Journal of Groundwater Science and Engineering》 2018年第2期136-149,共14页
Taking a golf course as the object of investigation, this paper monitors the groundwater distribution of the course, uses the assessment method of groundwater quality and pollution status to evaluate the groundwater f... Taking a golf course as the object of investigation, this paper monitors the groundwater distribution of the course, uses the assessment method of groundwater quality and pollution status to evaluate the groundwater foundation of the course. The results show that shallow groundwater and deep groundwater are polluted to different degrees, and the pollution of shallow groundwater is very serious. In terms of distribution space, the monitoring well in the downstream direction of golf course is the most seriously polluted. 展开更多
关键词 Golf course GROUNDWATER Investigation and assessment
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Combinatorial analysis on spatial information statistics for the karst water environment in Guiyang,China 被引量:1
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作者 WANG Zhongmei ZHU Lijun +3 位作者 YANG Ruidong YANG Shengyuan DING Jianping YANG Genlan 《Chinese Journal Of Geochemistry》 EI CAS 2012年第2期195-203,共9页
The karst groundwater system is extremely vulnerable and easily contaminated by human activities.To understand the spatial distribution of contaminants in the groundwater of karst urban areas and contributors to the c... The karst groundwater system is extremely vulnerable and easily contaminated by human activities.To understand the spatial distribution of contaminants in the groundwater of karst urban areas and contributors to the contamination,this paper employs the spatial information statistics analysis theory and method to analyze the karst groundwater environment in Guiyang City.Based on the karst ground water quality data detected in 61 detection points of the research area in the last three years,we made Kriging evaluation isoline map with some ions in the karst groundwater,such as SO4 2-,Fe 3+,Mn 2+and F -,analyzed and evaluated the spatial distribution,extension and variation of four types of ions on the basis of this isoline map.The results of the analysis show that the anomaly areas of SO4 2-,Fe 3+,Mn 2+,Fand other ions are mainly located in Baba’ao,Mawangmiao and Sanqiao in northwestern Gui- yang City as well as in its downtown area by reasons of the original non-point source pollution and the contamination caused by human activities(industrial and domestic pollution). 展开更多
关键词 岩溶地下水 空间信息统计 地下水环境 贵阳市 组合分析 地下水污染 中国 人类活动
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Experiments on exploring and monitoring landslip-mass using geoelectric resistivity observations
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作者 安金珍 周平根 +3 位作者 马麦宁 陈峰 董颖 钟沛林 《Acta Seismologica Sinica(English Edition)》 CSCD 2008年第3期258-266,332,共10页
In the experiments, a high-density resistivity method is used to explore the electric structure of landslip mass, and a resistivity-changing anisotropy method is used to monitor the orientation and speed of main fract... In the experiments, a high-density resistivity method is used to explore the electric structure of landslip mass, and a resistivity-changing anisotropy method is used to monitor the orientation and speed of main fracture extending of landslip mass. The results are as follows. 1 The exploring experiments have verified a part of creep deformation borderline, the depth and thickness of groundwater horizon, and the property of superstrata in the landslip mass investigated formerly, which have proved that the landslip belts contain rich groundwater; 2 The main fracture extending orientation inferred from the resistivity-changing anisotropy accords with the strike of fracture belt of landslip mass deduced from GPS displacement. Moreover, the changing rates of resistivity-changing anisotropy coefficient matches with the changing speeds of deep displacement of landslip mass were measured by suing clinometer in the borehole. 展开更多
关键词 geoelectric resistivity resistivity anisotropy geologic hazard landslip
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Study on Planning Restrictions from Geopark's Attributes and Construction Aims——An Example of Xiaoqinling National Geopark in Henan Province
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作者 WU Mei LIU Jiaqi +2 位作者 FAN Tao WANG Pan ZHAI Dandan 《Journal of Landscape Research》 2012年第12期6-8,共3页
Based on revising the overall planning of Xiaoqinling National Geopark, the following two conclusions were drawn. One is that basic attributes of geopark determine its tourist groups, tourist products, park boundaries... Based on revising the overall planning of Xiaoqinling National Geopark, the following two conclusions were drawn. One is that basic attributes of geopark determine its tourist groups, tourist products, park boundaries, and geological heritages protection scope. The other is that construction aims of the geopark are to protect geological heritages, to popularize geosciences, and to promote sustainable development of regional economy and society. 展开更多
关键词 GEOPARK PLANNING Attribute CONSTRUCTION AIM
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Water Resources Issues and Control Policy Recommendations in the Process of “Industrialization,Urbanization and Agricultural Modernization” in Henan Province
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作者 Li Manzhou Pang Zhenlei 《Journal of Groundwater Science and Engineering》 2013年第2期32-40,共9页
In the process of “industrialization,urbanization,and agricultural modernization”(hereinafter referred to shortly as “IUAM”)in Henan province,water resources issues have caused deterioration of water environments ... In the process of “industrialization,urbanization,and agricultural modernization”(hereinafter referred to shortly as “IUAM”)in Henan province,water resources issues have caused deterioration of water environments and water attenuation.These are the region’s most common and prominent issues,caused by improper activities,water environmental conflict and ignoring the results of local water environment carrying capacity.This environmental problem is getting worse and worse,seriously restricting the region’s “IUAM” healthy development.According to coordinated development between “IUAM” and water resources bearing capacity,we carry out the environmental management of water resources policy research and design and put forward some corresponding policies and proposals. 展开更多
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Analysis of the Heavy Rainfall Process in Mangshi City on August 8, 2023
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作者 Yan YU Bowen LIU +2 位作者 Wan GONG Shuxuan HE Lei WEI 《Meteorological and Environmental Research》 2024年第2期48-54,61,共8页
On August 7,2023,Mangshi City,Dehong Prefecture experienced a local heavy rainstorm,and the geological disaster caused by the heavy rainfall caused casualties and property losses.Based on the real-time observation dat... On August 7,2023,Mangshi City,Dehong Prefecture experienced a local heavy rainstorm,and the geological disaster caused by the heavy rainfall caused casualties and property losses.Based on the real-time observation data of automatic stations,Doppler weather radar detection and meteorological risk warning products,the disaster situation,social impact,forecast and early warning service,causes of heavy precipitation and forecast and early warning inspection were summarized and analyzed.The results show that the heavy rainfall was prominent locally,lasted for a long time and accumulated a large amount of rainfall.There were biases in model products,and it was difficult for forecasters to make subjective corrections in complex terrain.The analysis ideas and focus points of heavy rainfall forecast,the improvement ideas and technical schemes of forecast deviation,and the improvement ideas and suggestions of services were summarized.It provides a reference for the forecast and early warning of severe weather in the future. 展开更多
关键词 Heavy rainfall Low-pressure inverted trough Geological disaster Forecast deviation
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Dynamic-based model for calculating the boulder impact force in debris flow
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作者 YANG Chaoping ZHANG Shaojie +2 位作者 YIN Yueping YANG Hongjuan WEI Fangqiang 《Journal of Mountain Science》 SCIE 2024年第6期1930-1940,共11页
The boulder impact force in debris flow is generally calculated by static methods such as the cantilever beam models.However,these methods cannot describe the dynamic scenario of boulder collision on structures,so the... The boulder impact force in debris flow is generally calculated by static methods such as the cantilever beam models.However,these methods cannot describe the dynamic scenario of boulder collision on structures,so the inertia and damping effects of the structures are not involved causing an overestimation on the boulder impact force.In order to address this issue,a dynamic-based model for calculating the boulder impact force of a debris flow was proposed in this study,and the dynamic characteristics of a cantilever beam with multiple degrees of freedom under boulder collision were investigated.By using the drop-weight method to simulate boulders within debris flow,seven experiments of drop-weight impacting the cantilever beam were used to calibrate the error of the dynamicbased model.Results indicate that the dynamic-based model is able to reconstruct the impact force history on the cantilever beam during impact time and the error of dynamic-based model is 15.3%in calculating boulder impact force,significantly outperforming the cantilever beam model’s error of 285%.Therefore,the dynamic-based model can overcome the drawbacks of the static-based models and provide a more reliable theoretical foundation for the engineering design of debris flow control structures. 展开更多
关键词 Debris flow Impact force Boulder collision Dynamic-based model Engineering design
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Machine learning solution for regional landslide susceptibility based on fault zone division strategy
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作者 WANG Yunhao WANG Luqi +5 位作者 LIU Songlin SUN Weixin LIU Pengfei ZHU Lin YANG Wenyu GUO Tong 《Journal of Mountain Science》 SCIE 2024年第5期1745-1760,共16页
Landslide susceptibility assessment is an essential tool for disaster prevention and management. In areas with multiple fault zones, the impact of fault zone on slope stability cannot be disregarded. This study perfor... Landslide susceptibility assessment is an essential tool for disaster prevention and management. In areas with multiple fault zones, the impact of fault zone on slope stability cannot be disregarded. This study performed qualitative analysis of fault zones and proposed a zoning method to assess the landslide susceptibility in Chengkou County, Chongqing Municipality, China. The region within a distance of 1 km from the faults was designated as sub-zone A, while the remaining area was labeled as sub-zone B. To accomplish the assessment, a dataset comprising 388 historical landslides and 388 non-landslide points was used to train the random forest model. 10-fold cross-validation was utilized to select the training and testing datasets for the model. The results of the models were analyzed and discussed, with a focus on model performance and prediction uncertainty. By implementing the proposed division strategy based on fault zone, the accuracy, precision, recall, F-score, and AUC of both two sub-zones surpassed those of the whole region. In comparison to the results obtained for the whole region, sub-zone B exhibited an increase in AUC by 6.15%, while sub-zone A demonstrated a corresponding increase of 1.66%. Moreover, the results of 100 random realizations indicated that the division strategy has little effect on the prediction uncertainty. This study introduces a novel approach to enhance the prediction accuracy of the landslide susceptibility mapping model in areas with multiple fault zones. 展开更多
关键词 Landslide susceptibility mapping Fault division strategy Random forest GIS
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