Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective
Slopes are more vulnerable to instability when subjected to earthquake ground shaking. In
order to account for the dynamic forces induced by ground shaking, a novel procedure is …
order to account for the dynamic forces induced by ground shaking, a novel procedure is …
Sustainable binary blending for low-volume roads—reliability-based design approach and carbon footprint analysis
The utilization of industrial by-products as stabilizers is gaining attention from the
sustainability perspective. Along these lines, granite sand (GS) and calcium lignosulfonate …
sustainability perspective. Along these lines, granite sand (GS) and calcium lignosulfonate …
Effect of fibre reinforcement on CBR behaviour of lime-blended expansive soils: reliability approach
AAB Moghal, BCS Chittoori… - Road Materials and …, 2018 - Taylor & Francis
The use of synthetic fibres as reinforcement to stabilise expansive soils is gaining
momentum. As a contribution towards this growing field of research two different types of …
momentum. As a contribution towards this growing field of research two different types of …
Pseudo-dynamic stability analysis of 3D rock slopes considering tensile strength-modified Hoek–Brown failure criterion: Seismic UBLA implementations
Abstract The Hoek-Brown (HB) criterion has found extensive application in the stability
analysis of intact or jointed rock slopes, in both two-dimensional (2D) and three-dimensional …
analysis of intact or jointed rock slopes, in both two-dimensional (2D) and three-dimensional …
Responses of reinforced soil retaining walls subjected to horizontal and vertical seismic loadings
Vertical ground acceleration is a component in an earthquake loading, and in some cases,
the vertical to horizontal acceleration ratio (V/H ratio) may be very large. However, the …
the vertical to horizontal acceleration ratio (V/H ratio) may be very large. However, the …
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 …
Finite-element upper-bound analysis of seismic slope stability considering pseudo-dynamic approach
J Zhou, C Qin - Computers and Geotechnics, 2020 - Elsevier
The present study presents a novel procedure to assess the seismic slope stability, using the
finite-element upper-bound method combined with the pseudo-dynamic approach. A …
finite-element upper-bound method combined with the pseudo-dynamic approach. A …
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem
GR Soufi, RJ Chenari, S Javankhoshdel - Earthquake Engineering and …, 2021 - Springer
The conventional pseudo-dynamic (CPD) and modified pseudo-dynamic (MPD) methods
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
Effect of dynamic soil properties and frequency content of harmonic excitation on the internal stability of reinforced soil retaining structure
The effect of dynamic soil properties and frequency content of harmonic excitation on the
internal stability of reinforced soil retaining structure is investigated. Arc of a log-spiral is …
internal stability of reinforced soil retaining structure is investigated. Arc of a log-spiral is …
Assessment of rigorous solutions for pseudo-dynamic slope stability: Finite-element limit-analysis modelling
This study developed a finite-element lower-bound procedure to investigate seismic slope
stability in homogeneous and non-homogeneous soils. In order to account for dynamic …
stability in homogeneous and non-homogeneous soils. In order to account for dynamic …