1.
Stability analysis of unstable rock collapsing based on limit analysis upper bound method
基于极限分析上限法的危岩体崩塌稳定性分析
2.
Risk assessment method for single rockfall geo-disaster:a case study on the rockfall in Danba County,Sichuan,China
单体危岩崩塌灾害风险评价方法——以四川省丹巴县危岩崩塌体为例
3.
Owing to long- time erosion by water, stone blocks collapse continuously at the bottom of the rock body, forming a vertical cliff.
因岩体底部被水流常年冲刷，造成岩块不断崩塌滑落，形成垂直的悬崖。
4.
Course of Chain-Styled Evolution and Application of Information Tracking Technology of Perilous Rock;
危岩崩塌的链式演变过程及信息跟踪技术应用
5.
Theory of Block Rockmass Slope Collapse Monitoring and Prediction and Its Application;
块裂岩质边坡崩塌监测预报理论及应用研究
6.
Tourism Exploitation of Paleo-Collapsed Granite Landform at Fushan Mountain in Huangyan area, Zhejiang Province;
浙江黄岩富山地区古崩塌地貌旅游资源开发
7.
Technology application of plastic anchors in treatment of perilous rock collapse in Xiangshan of Zhenjiang
锚塑法在镇江象山危岩崩塌治理中的技术应用
8.
COLLAPSE MECHANISM AND TREATMENT MEASURES OF SLOPES WITH INTERBEDDINGS OF SOFT AND HARD ROCKS
软硬岩互层边坡崩塌机理及治理对策研究
9.
The Study of Stability and Collapsibility Mechanism of Cliff Mass of Jiaohe Ruins;
交河故城崖体稳定性及崩塌机理研究
10.
Stability Study of Talus Slides on the JinAnQiao Hydropower Station s Left Embank;
金安桥水电站左岸边坡崩塌体稳定性研究
11.
Study on the Formation Mechanism and Stability of the Toppling-Thrusting Nappe-Sliding Geological Body;
崩塌—推覆滑移地质体成因机理及其稳定性研究
12.
THE CHARACTERISTICS AND INFLUENCING FACTORS OF THE AVALANCHE BODIES AT THE DAM SITE OF A HYDROELECTRIC STATION
某水电站坝区崩塌体特征及影响因素分析
13.
Particle Flow Numerical Simulation of Landslip of Loose Slope under Seismic Loading
地震作用下松散堆积体崩塌的颗粒流数值模拟
14.
Hazard assessment of landslide and collapse in first-stage project of west line for water-transfer from south to north
西线调水一期工程滑坡崩塌体灾害评价
15.
Deforming and destructing features of loess collapsing body and emergent treatment to it
某黄土崩塌体变形破坏特征及应急治理措施
16.
Stability study on falling accumulation B_(20) on left bank of hydropower station
某水电站左岸B_(20)崩塌堆积体稳定性研究
17.
Centrifugal Model Tests on Laws of Landslips of Granular Slope under Earthquake
散粒体斜坡地震崩塌规律离心模型试验研究
18.
Forming Mechanism and Treatment of Rock Fall on Right Side of K249+159, Neijiang-Kunming Railway;
内昆铁路K249+159右侧岩质边坡崩塌形成机理及整治措施