Results 21 to 30 of about 3,562 (213)

Experimental Study on Physical Model of Prestressed Anchorage Mechanism of Fractured Rock Slope [PDF]

open access: yesE3S Web of Conferences, 2022
In view of some problems in the application of prestressed anchoring technology in broken rock slope, this study, combined with the prestressed anchoring project of K+276 broken rock slope of Chengdu-Chongqing Expressway (CCE), based on the field ...
Liu Shujun
doaj   +1 more source

Failure experiment of soft-hard interlayer bedding rock slope

open access: yes地质科技通报, 2022
Bedding rock slopes with soft-hard interlayers have complicated failure types and are difficult to prevent. In view of the prone and frequent occurrence of such slope geological disasters, research is carried out from the aspects of slope angle, rock ...
Mingjian Tan   +3 more
doaj   +1 more source

Stability Analysis of the Soil–Rock Slope Considering Long Axis Inclination and Soil–Rock Interface

open access: yes工程科学与技术, 2021
In order to accurately analyze the stability of soil–rock slopes, based on the original rock shape library, a random soil–rock slope model establishing method was proposed.
Xianwen HUANG   +4 more
doaj  

The Importance of Rock Mass Damage in the Kinematics of Landslides

open access: yesGeosciences, 2023
The stability and kinematics of rock slopes are widely considered to be functions of lithological, structural, and environmental features. Conversely, slope damage features are often overlooked and considered as byproducts of slope deformation.
Davide Donati, Doug Stead, Lisa Borgatti
doaj   +1 more source

Motion of rock masses on slopes

open access: yesGeologija, 2006
This paper shows the different ways of how rock masses (stones, rocks, and blocks) move along slopes and for each different way of motion (free fall, bouncing, rolling, sliding, slowing down, lubrication, fluidization)adequatedynamicequationsaregiven.Knowingthe kinematics and dynamics of travelling rock masses is necessary for mathematical modeling of ...
Urška Petje   +2 more
openaire   +2 more sources

An analysis on the destruction mode of Wuxia scissors peak down the shore slope in the Three-Gorges Reservoir area

open access: yesZhongguo dizhi zaihai yu fangzhi xuebao, 2021
Scissors peak bank slope is located in the left bank of Wushan gorge in the Three Gorges Reservoir area, with a total length of 2.1 km. Influenced by Shennv peak box anticline in the north and Shennv Xi-Guandukou syncline in the south, the bank slope is ...
Ping WANG   +6 more
doaj   +1 more source

Failure of Rock Slope with Heterogeneous Locked Patches: Insights from Numerical Modelling

open access: yesApplied Sciences, 2021
Rock slope stability is commonly dominated by locked patches along a potential slip surface. How naturally heterogeneous locked patches of different properties affect the rock slope stability remains enigmatic.
Bin Fu   +3 more
doaj   +1 more source

Experimental study on water transfer of soil-rock mixtures under freezing action

open access: yesYantu gongcheng xuebao
The frost-heaving failure of earth-rock dam slopes is mainly caused by the combined action of sand and gravel cushion, frost heaving of dam fills and water migration.
LI Zhuo 1, 2, JIANG Xin 3, ZHANG Jixun 3, ZHAO Yu 3, WANG Yuqing 3, LU Yang 3
doaj   +1 more source

Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring

open access: yesAdvances in Civil Engineering, 2018
A high-resolution microseismic (MS) monitoring system was implemented at the right bank slope of the Dagangshan hydropower station in May 2010 to analyse the slope stability subjected to continuous excavation.
K. Ma, N. W. Xu, Z. Z. Liang
doaj   +1 more source

Method for identifying four common rock types of slopes and determining boundary range

open access: yesYantu gongcheng xuebao, 2019
Rock classification and boundary determination of rock slopes are very important for the analysis of slope stability. At present, the artificial methods are inefficient and affected by subjective factors.
WANG Peng-yu , WANG Shu-hong
doaj   +1 more source

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