Results 11 to 20 of about 1,086,889 (297)

Displacement Analyses for a Natural Slope Considering Post-Peak Strength of Soils

open access: yesGeoHazards, 2021
A natural slope undergoing recurrent movements caused by rainfall-induced groundwater table rises is studied using a novel method. The strength and displacement parameters are back-calculated using a force-equilibrium-based finite displacement method ...
Chien-Li Lo, Ching-Chuan Huang
doaj   +1 more source

Toward a Plausible Methodology to Assess Rock Slope Instabilities at a Regional Scale

open access: yesGeosciences, 2023
Slope failures along road cuts and highways, occurring due to heavy rainfalls or earthquakes, pose significant threats to people, vehicles, and emergency plans.
Dimitris Sotiriadis   +7 more
doaj   +1 more source

TUNNEL EVALUATION IN CROCKER FORMATION BY GEOLOGICAL STRENGTH INDEX (GSI) SYSTEM: A CASE STUDY [PDF]

open access: yesGeological Behavior, 2018
This study was conducted to determine the value of Geological Strength Index (GSI), to predict rock mass properties, very unfavourable discontinuities combination and tunnel support pressure for rock bolts or shotcrete and to determine the suitability ...
Lee Kiun You, Ismail Abd Rahim
doaj   +1 more source

Three-dimensional slope stability based on the finite element limit equilibrium method

open access: yes工程科学学报, 2022
A finite element limit equilibrium method was proposed based on finite element stress analysis combined with a limit equilibrium condition to analyze the slope stability.
Zhen-ning SU, Long-tan SHAO
doaj   +1 more source

PREDICTION OF ROCK MASS PROPERTIES, TUNNEL STABILITY AND SUPPORT PRESSURE BY GEOLOGICAL STRENGTH INDEX (GSI) IN CROCKER FORMATION: A CASE STUDY [PDF]

open access: yesGeological Behavior, 2017
This study was conducted along a tunnel in Crocker Formation. The objectives of this study are to determine the value of Geological Strength Index (GSI) and to predict rock mass properties, very unfavourable discontinuities combination and tunnel ...
Lee Kiun You, Ismail Abd Rahim
doaj   +1 more source

Smallness of a commodity and partial equilibrium analysis [PDF]

open access: yes, 2013
Partial equilibrium analysis has a conceptual dilemma that its object should be negligibly small in order to be free from income effect but then the consumer does not care for it and the notion of willingness to pay for it does not make sense.
Bewley   +7 more
core   +1 more source

Comparative Analysis for Slope Stability by Using Machine Learning Methods

open access: yesApplied Sciences, 2023
Earth slopes’ stability analysis is a key task in geotechnical engineering that provides a detailed view of the slope conditions used to implement appropriate stabilizations. In the stability analysis process, calculating the safety factor (F.S) plays an
Yaser A. Nanehkaran   +6 more
doaj   +1 more source

Three-dimensional strength reduction and two-dimensional limit equilibrium methods of slope stability analysis

open access: yesHeliyon, 2023
Landslides caused tremendous damage to the life and properties of society. In this study, cut slopes were analyzed using the two-dimensional (2D) limit equilibrium method (LEM) by slope/w software and a three-dimensional (3D) strength reduction method ...
Kelifa Shirago, Democracy Dirate
doaj   +1 more source

Assessment of the Rock Slopes by Kinematic and Limit Equilibrium Methods on the Bağlarbaşı - Tekke (Gümüşhane) Motorway

open access: yesDoğal Afetler ve Çevre Dergisi, 2015
Kinematic analysis method is one of the widely used methods to evaluate potential failures such as planar, wedge and toppling in rock slopes. In this method, orientations of slope and discontinuity with the friction angle of the discontinuities planes ...
Selçuk Alemdağ   +2 more
doaj   +1 more source

Exact analysis of soil slope stability by using variational limit equilibrium method

open access: yesYantu gongcheng xuebao, 2023
Based on the basic principles of the variational method and the limit equilibrium method, the stability analysis of soil slopes is conducted theoretically.
ZHOU Fengxi 1, 2, ZHU Shunwang 1, LIANG Yuwang 1, ZHAO Wencang 1
doaj   +1 more source

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