☆ 4.6 Article

Study on the slope dynamic stability considering the progressive failure of the slip surface under earthquake

FRONTIERS IN EARTH SCIENCE (2022)

Related references

Note: Only part of the references are listed.

Article Engineering, Geological

Viability of electro-mechanical impedance technique for monitoring damage in rocks under cyclic loading

Prateek Negi et al.

Summary: Cyclic loading deteriorates the strength of structures slowly, potentially leading to fatigue failure. The study investigates the feasibility of using piezo-based sensors and the electro-mechanical impedance technique for timely detecting damages in rocks under cyclic loading, showing promising potential in structural health monitoring of rocks.

ACTA GEOTECHNICA (2022)

Add to Collection

Article Geosciences, Multidisciplinary

Composition analysis and distributed assumption GIS model of normal stress on the slope sliding surface

Guo Yu et al.

Summary: By establishing a three-dimensional slope stability analysis model and limit equilibrium equations based on Geographic Information Systems (GIS), the distribution of normal stress on the sliding surface is studied and a model for the distribution of normal stress on the sliding surface is constructed. By verifying the model, the theoretical calculation accuracy of slope stability can be improved.

FRONTIERS IN EARTH SCIENCE (2022)

Add to Collection

Review Environmental Sciences

Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China

Yan Du et al.

Summary: This article provides an overview of the current research status and development history of anchor support technology in slope engineering in China. It discusses the characteristics, applications, research methods, and practical cases of anchor bolts, and explores the potential future directions for development based on actual engineering needs.

FRONTIERS IN ENVIRONMENTAL SCIENCE (2022)

Add to Collection

Article Engineering, Environmental

Stability analysis of slopes using the vector sum numerical manifold method

Yongtao Yang et al.

Summary: The text introduces the Vector Sum NMM (VSNMM) method for investigating slope stability, which proves to be more cost-effective and accurate compared to traditional methods.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2021)

Add to Collection

Article Engineering, Environmental

Seismic slope stability and failure process analysis using explicit finite element method

Zongyuan Ma et al.

Summary: A method for efficient seismic slope stability analysis and failure process simulation is proposed, focusing on the influence of soil dynamic mechanical behavior and ground motion characteristics on seismic slope stability. The study highlights the critical role of the frictional resistance characteristic of the slope rupture surface in the sliding distance of the slope under seismic conditions.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2021)

Add to Collection

Article Engineering, Geological

Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method

Liang Wang et al.

Summary: This paper analyzes the failure mechanisms of layered clayey slopes with emphasis on the combined effect of clay weakening behavior and seismic loading using the PFEM method. It reveals that layered slopes may undergo both failure modes with a time interval, and seismic loadings can enlarge the scale of slope failure in clays with weakening behavior. The study also investigates the failure of a real layered slope triggered by the Saguenay earthquake.

ACTA GEOTECHNICA (2021)

Add to Collection

Article Engineering, Environmental

Under and post-construction probabilistic static and seismic slope stability analysis of Barmshour Landfill, Shiraz City, Iran

Amin Falamaki et al.

Summary: This study evaluates the probabilistic stability of a failed dump site in Iran, finding that both pre-construction and post-construction slopes are stable under static and seismic loads. Excessive water infiltration is identified as the main cause of instability.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2021)

Add to Collection

Article Geosciences, Multidisciplinary

Upper Bound Analysis of the Stability of 3D Slopes in the Saturated Soft Clay Subjected to Seismic Effect

Biao Zhang et al.

Summary: The research found that the slope angle has a significant influence on the stability coefficient of saturated soft clay slopes, which can be effectively increased by a proper slope setting. Horizontal and vertical seismic forces also have a significant impact on stability, and ignoring these influences will seriously overestimate the stability coefficient of the slopes.

FRONTIERS IN EARTH SCIENCE (2021)

Add to Collection

Article Computer Science, Interdisciplinary Applications

Seismic time-history response and system reliability analysis of slopes considering uncertainty of multi-parameters and earthquake excitations

Rui Pang et al.

Summary: In this study, the impact of uncertain parameters and stochastic ground motions on seismic responses and dynamic failure probabilities of slopes was analyzed using the generalized probability density evolution method (GPDEM). The efficiency and accuracy of GPDEM in complex slopes were validated, demonstrating its high accuracy and validity. Results also indicated that randomness in ground motions has a greater influence than randomness in slope parameters.

COMPUTERS AND GEOTECHNICS (2021)

Add to Collection

Article Geosciences, Multidisciplinary

Stepped settlement: A possible mechanism for translational landslides

Yan Du et al.

CATENA (2020)

Add to Collection

Article Engineering, Geological

Seismic response analysis of a bedding rock slope based on the time-frequency joint analysis method: a case study from the middle reach of the Jinsha River, China

Danqing Song et al.

ENGINEERING GEOLOGY (2020)

Add to Collection

Article Engineering, Geological

Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis

Jorge Macedo et al.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2020)

Add to Collection

Article Engineering, Civil

Seismic stability of earth slopes with tension crack

Yundong Zhou et al.

FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING (2019)

Add to Collection

Article Engineering, Geological

Predicting the shear characteristics of rock joints with asperity degradation and debris backfilling under cyclic loading conditions

Yingchun Li et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2019)

Add to Collection

Article Engineering, Geological

Framework to assess pseudo-static approach for seismic stability of clayey slopes

Mourad Karray et al.

CANADIAN GEOTECHNICAL JOURNAL (2018)

Add to Collection

Article Geosciences, Multidisciplinary

A method predicting the earthquake-induced landslide risk by back analyses of past landslides and its application in the region of the Wenchuan 12/5/2008 earthquake

Baofeng Di et al.

NATURAL HAZARDS (2017)

Add to Collection

Article Engineering, Geological

Failure mechanism and kinematics of the deadly June 24th 2017 Xinmo landslide, Maoxian, Sichuan, China

Xuanmei Fan et al.

LANDSLIDES (2017)

Add to Collection

Article Engineering, Geological

Numerical Investigation of Seismically Induced Rock Mass Fatigue as a Mechanism Contributing to the Progressive Failure of Deep-Seated Landslides

Valentin Gischig et al.

ROCK MECHANICS AND ROCK ENGINEERING (2016)

Add to Collection

Article Engineering, Geological

Wave propagations through jointed rock masses and their effects on the stability of slopes

Ailan Che et al.

ENGINEERING GEOLOGY (2016)

Add to Collection

Article Engineering, Geological

Dynamic behavior of slope models with various slope inclinations

Masahiro Shinoda et al.

SOILS AND FOUNDATIONS (2015)

Add to Collection

Article Geosciences, Multidisciplinary

Controlling parameter analyses and hazard mapping for earthquake-triggered landslides: an example from a square region in Beichuan County, Sichuan Province, China

Chong Xu et al.

ARABIAN JOURNAL OF GEOSCIENCES (2013)

Add to Collection

Article Engineering, Multidisciplinary

Progressive failure analysis of slope with strain-softening behaviour based on strength reduction method

Ke Zhang et al.

JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A (2013)

Add to Collection

Article Engineering, Geological

Development of progressive failure in sensitive clay slopes

P. E. Quinn et al.

CANADIAN GEOTECHNICAL JOURNAL (2012)

Add to Collection

Article Engineering, Geological

Slope stability analysis under seismic load by vector sum analysis method

Mingwei Guo et al.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2011)

Add to Collection

Article Environmental Sciences

Analysis of earthquake-triggered failure mechanisms of slopes and sliding surfaces

Wang Jian et al.

JOURNAL OF MOUNTAIN SCIENCE (2010)

Add to Collection

Article Engineering, Geological

Stability charts for pseudo-static slope stability analysis

R. Baker et al.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2006)

Add to Collection

Article Engineering, Geological

Experimental study of mechanical behaviour of rock joints under cyclic loading

MK Jafari et al.

ROCK MECHANICS AND ROCK ENGINEERING (2004)

Add to Collection

Article Engineering, Geological

Numerical analysis of initiation and progressive failure in natural rock slopes - the 1991 Randa rockslide

E Eberhardt et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2004)

Add to Collection

Article Engineering, Geological

Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading

HS Lee et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2001)

Add to Collection

© Peeref 2019-2024. All rights reserved.