Modeling rock slope stability using kinematic, limit equilibrium and finite-element methods along Mertule Maryam-Mekane Selam road, central Ethiopia

被引:12
作者
Bekele, Addisu [1 ,2 ]
Meten, Metabie [1 ,3 ]
机构
[1] Addis Ababa Sci & Technol Univ, Coll Appl Sci, Dept Geol, POB 16417, Addis Ababa, Ethiopia
[2] Bule Hora Univ, Coll Nat & Computat Sci, Dept Geol, POB 144, Bule Hora, Ethiopia
[3] Addis Ababa Sci & Technol Univ, Mineral Explorat & Exploitat Ctr Excellence, POB 16417, Addis Ababa, Ethiopia
基金
英国经济与社会研究理事会;
关键词
Slope stability modeling; Factor of safety; Stress reduction factor; Kinematic method; Limit equilibrium method; Finite-element method; BLUE-NILE BASIN; LANDSLIDE; STRENGTH; EVOLUTION; AREA;
D O I
10.1007/s40808-022-01563-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Slope failures are among the most common natural geohazards in the world's hilly and mountainous terrains causing loss of life and damage to infrastructures. The road connecting Mertule Maryam and Mekane Selam towns in central Ethiopia passes through extremely rugged terrain with steep hills and deep valleys/gorges. The purpose of this study is to identify and model the stability of selected rock slope sections along the road. For this, a detailed field investigation, including discontinuity survey, in situ rock testing, rock sampling, measuring slope geometry, and orientation, were carried out. From field observations, eight critical rock slope sections were identified for stability modeling using kinematic, limit equilibrium and finite-element methods. Kinematic modeling, which was performed with dips software, showed wedge and toppling modes of failures at slope sections RSS1 and RSS4, respectively, while planar mode of failure for RSS5 and RSS7. Moreover, limit equilibrium method (LEM) and finite-element method (FEM) models were used to determine the factor of safety (FoS) and the stress reduction factor (SRF), respectively, using Swedge, Rocplane, and Roctopple softwares for wedge, planar, and toppling failures, respectively. These modeling approaches were conducted for static dry, static saturated, dynamic dry, and dynamic saturated conditions. The modeling results at these critical rock slope sections showed that these slopes are stable if FoS/SRF > 1 and unstable if FoS/SRF < 1. The performance of remedial measures at different slope profiles based on LEM modeling showed that reducing the slope angle, slope height, and benching a slope have improved the overall stability of rock slopes. Moreover, this study also recommends the application of shotcrete, rock bolts, anchors, and retaining walls to prevent the failure of the critical rock slope sections along the road.
引用
收藏
页码:1559 / 1585
页数:27
相关论文
共 79 条
[1]  
Abramson L., 2002, Slope Stability and Stabilization Methods, VSecond
[2]  
Abramson L W., 2002, Slope stability and stabilization methods, VSecond, P712
[3]  
Aleotti P., 1999, Bulletin of Engineering Geology and the Environment, V58, P21, DOI [10.1007/s100640050066, DOI 10.1007/S100640050066]
[4]   Stability Analysis of Rock Slopes Against Block-Flexure Toppling Failure [J].
Amini, Mehdi ;
Majdi, Abbas ;
Veshadi, Mohammad Amin .
ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (04) :519-532
[5]   LANDSLIDE HAZARD EVALUATION AND ZONATION MAPPING IN MOUNTAINOUS TERRAIN [J].
ANBALAGAN, R .
ENGINEERING GEOLOGY, 1992, 32 (04) :269-277
[6]   Stability analysis of rock slopes using kinematic analysis and numerical modeling: Foca-Bagarasi State Highway, Turkey [J].
Ankah, Mawuko Luke Yaw ;
Kincal, Cem .
MODELING EARTH SYSTEMS AND ENVIRONMENT, 2022, 8 (04) :5225-5233
[7]  
Bieniawski Z. T., 1978, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, V15, P99, DOI 10.1016/0148-9062(78)90003-7
[8]  
[Anonymous], 1995, D5731 ASTM, V04, P142
[9]  
[Anonymous], 1995, Geotech. Geol. Eng., DOI DOI 10.1007/BF00421876
[10]  
[Anonymous], 2001, ASTM D5873