Seismic amplification factor and dynamic response of soil-nailed walls
The satisfactory performance of the soil-nailed walls during strong ground motions and their
superior flexibility compared to the other guard structures makes them a preferable …
superior flexibility compared to the other guard structures makes them a preferable …
Shallow landslide susceptibility mapping by random forest base classifier and its ensembles in a semi-arid region of Iran
We generated high-quality shallow landslide susceptibility maps for Bijar County, Kurdistan
Province, Iran, using Random Forest (RAF), an ensemble computational intelligence method …
Province, Iran, using Random Forest (RAF), an ensemble computational intelligence method …
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming
In this paper, a thorough numerical study is conducted to rigorously evaluate the lateral
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …
Limit analysis under seismic conditions of a slope reinforced with prestressed anchor cables
M Yan, Y Xia, T Liu, VM Bowa - Computers and Geotechnics, 2019 - Elsevier
Based on limit analysis and pseudo-dynamic methods, a proposed method for evaluating
slope stability under seismic conditions that considers dynamic changes in the axial force of …
slope stability under seismic conditions that considers dynamic changes in the axial force of …
Three-dimensional seismic stability of slopes reinforced by soil nails
T Yang, JF Zou, QJ Pan - Computers and Geotechnics, 2020 - Elsevier
Seismic stability of slopes reinforced with soil nails has been traditionally investigated by two-
dimensional limit equilibrium method. In this paper, the strength reduction method in …
dimensional limit equilibrium method. In this paper, the strength reduction method in …
Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils
Although a cohesionless backfill is recommended for geosynthetic reinforced earth retaining
walls, cohesive soil have been widely used in many regions across the globe for economic …
walls, cohesive soil have been widely used in many regions across the globe for economic …
Kinematic limit analysis of three-dimensional unsaturated soil slopes reinforced with a row of piles
The variation of moisture content in unsaturated soils (ie, suction) significantly impacts the
soil's strength and is critical in predicting the slope safety. Employing the kinematic limit …
soil's strength and is critical in predicting the slope safety. Employing the kinematic limit …
Pseudo-static analysis of reinforced earth retaining walls
The investigation of the internal stability of reinforced earth retaining walls under dynamic
loading is an important issue for the seismic design. This paper presents a thorough study of …
loading is an important issue for the seismic design. This paper presents a thorough study of …
A modified Newmark block method for determining the seismic displacement of a slope reinforced by prestressed anchors
L Lu, YL Lin, DD Guo, H Xing, Z Zhang… - Computers and …, 2023 - Elsevier
The seismic permanent displacement is an essential aspect to evaluate the seismic stability
of slope. The conventional Newmark block method commonly adopts a constant yield …
of slope. The conventional Newmark block method commonly adopts a constant yield …
Analysis of helical soil-nailed walls under static and seismic conditions
The present study investigates the behaviour of helical soil-nailed wall in a dry cohesionless
medium under static and seismic conditions. Initially, results from laboratory pullout tests are …
medium under static and seismic conditions. Initially, results from laboratory pullout tests are …