Centrifuge Model Test Study on the Mutual Effect of Water Level Variation and Excavation on the Deformation and Failure of Slopes
Published 2022 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Centrifuge Model Test Study on the Mutual Effect of Water Level Variation and Excavation on the Deformation and Failure of Slopes
Authors
Keywords
-
Journal
KSCE Journal of Civil Engineering
Volume 27, Issue 2, Pages 521-534
Publisher
Springer Science and Business Media LLC
Online
2022-12-23
DOI
10.1007/s12205-022-2082-1
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Model test on deformation and failure behaviour of arching-type slope under excavation condition
- (2022) Kun Fang et al. ENGINEERING GEOLOGY
- Stability Analysis of Upstream and Downstream Dam Slopes with Water Level Drawdown Using Response Surface Function
- (2022) Dongxian Li et al. Geotechnical and Geological Engineering
- Judgement of rapid drawdown conditions in slope stability analysis
- (2021) Xiao-ping Hou et al. Bulletin of Engineering Geology and the Environment
- Experimental Investigation on Tensile Strength of Jurassic Red-Bed Sandstone under the Conditions of Water Pressures and Wet-Dry Cycles
- (2021) Zhenhua Zhang et al. KSCE Journal of Civil Engineering
- Assessment of the upstream slope failure of a dam due to repeated cyclic drawdown
- (2021) Suttisak Soralump et al. SOILS AND FOUNDATIONS
- Investigating Toppling Failure Mechanism of Anti-dip Layered Slope due to Excavation by Physical Modelling
- (2020) Chun Zhu et al. ROCK MECHANICS AND ROCK ENGINEERING
- Centrifuge modeling of soil slopes overlying bedrock under excavation conditions
- (2020) Yiying Zhao et al. SOILS AND FOUNDATIONS
- Bearing capacity analysis of submerged slopes subjected to water drawdown based on a nonassociated flow rule and nonlinear failure criteria
- (2020) Bo Deng et al. Bulletin of Engineering Geology and the Environment
- Centrifuge model tests on pile-reinforced slopes subjected to drawdown
- (2020) Sujia Liu et al. Journal of Rock Mechanics and Geotechnical Engineering
- Evaluation of the Static and Pseudo-Static Stability and Effectiveness of an Improvement Technique for Slopes of the Vanyar Dam Reservoir
- (2020) Amirhossein Ahbab et al. KSCE Journal of Civil Engineering
- On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown
- (2020) Fangyue Luo et al. International Journal of Geomechanics
- Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown
- (2019) Pingping Rao et al. International Journal of Geomechanics
- Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method
- (2019) Yongtao Yang et al. ENGINEERING GEOLOGY
- Failure behavior of soil-rock mixture slopes based on centrifuge model test
- (2019) Teng Wang et al. Journal of Mountain Science
- Sequential excavation analysis of soil-rock-mixture slopes using an improved numerical manifold method with multiple layers of mathematical cover systems
- (2019) Yongtao Yang et al. ENGINEERING GEOLOGY
- Failure mechanism and stabilization of a basalt rock slide with weak layers
- (2018) Demin Xue et al. ENGINEERING GEOLOGY
- Simplified stability analysis of strain-softening slopes under drawdown conditions
- (2017) Ga Zhang et al. Environmental Earth Sciences
- Influence of filling-drawdown cycles of the Three Gorges reservoir on deformation and failure behaviors of anaclinal rock slopes in the Wu Gorge
- (2017) Da Huang et al. GEOMORPHOLOGY
- Progressive failure behavior of cohesive soil slopes under water drawdown conditions
- (2016) Fangyue Luo et al. Environmental Earth Sciences
- Behaviour and mechanism of failure process of soil slopes
- (2014) Ga Zhang et al. Environmental Earth Sciences
- Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions
- (2014) Ga Zhang et al. SOILS AND FOUNDATIONS
- Spatial distribution of excavation induced damage zone of high rock slope
- (2013) Wen-Bo Lu et al. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
- High slope stability of diversion power system intake of Jinchuan hydropower station
- (2013) Liang-qin Tang et al. Journal of Mountain Science
- CENTRIFUGE MODEL TESTS ON A COHESIVE SOIL SLOPE UNDER EXCAVATION CONDITIONS
- (2011) MING LI et al. SOILS AND FOUNDATIONS
- Measurement and interpretation of long-term deformation of a rock slope at the Ikura limestone quarry, Japan
- (2008) J. Kodama et al. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
- New image analysis-based displacement-measurement system for geotechnical centrifuge modeling tests
- (2008) Ga Zhang et al. MEASUREMENT
Add your recorded webinar
Do you already have a recorded webinar? Grow your audience and get more views by easily listing your recording on Peeref.
Upload NowAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started