Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake

L Wang, G Zhang, JM Zhang - Geotextiles and Geomembranes, 2011 - Elsevier
The behavior of geotextile-reinforced embankments during an earthquake was investigated
using centrifuge model tests, considering a variety of factors such as gradient of slope, water …

Dynamic response of the mechanically stabilized earth walls with different reinforcement and backfill conditions

TS Bandyopadhyay, P Chakrabortty… - International Journal of …, 2023 - Springer
This paper presents the dynamic behavior of the mechanically stabilized earth (MSE) walls
with different reinforcement and backfill conditions. Model shaking table tests were …

Analysis of loess slope stability considering cracking and shear failures

J Chang, S Song, H Feng - Journal of Failure Analysis and Prevention, 2016 - Springer
The cracks caused by tension are commonly observed on the upper border of loess slope.
Most researchers assume that shear failure is the main reason for slope instability. The …

Reinforced soil wall analysis under working stress conditions using a two phase model with the introduction of a new design parameter

A Iraji - International Journal of Engineering, 2019 - ije.ir
A previously introduced two phase model was used to assess its capability in predicting the
behavior of reinforced soil walls under working stress conditions. The two phase model is a …

Study of landslide slip surface in limit equilibrium method based on geotextile reinforcement

SN Fitri, B Setiawan - AIP Conference Proceedings, 2023 - pubs.aip.org
Bogor regency has high susceptibility to landslides disaster. Geotextile reinforcement is an
attempt that is appropriate to deal with slope instability. However, the significant slip …

Investigating stabilized excavations using soil nailing method in urban context

F Farokhzad, MJ Shabani… - … of Rehabilitation in …, 2020 - civiljournal.semnan.ac.ir
There are various methods for stabilizing excavations in urban areas which one of them is
the nailing method. Designing a nailing system and analyzing the performance of …

Parametric analysis of back-to-back reinforced earth retaining walls

MT Pour, B Kalantari - Pamukkale Üniversitesi Mühendislik Bilimleri …, 2019 - dergipark.org.tr
Öz In recent years, Reinforced Earth retaining structures have become more desirable for
construction and civil engineering projects because of their suitable performance, variation …

Stability of geosynthetic reinforced embankments over stone column-improved soft soil

M Labed, M Mellas - Journal of Applied Engineering Science …, 2016 - revues.univ-biskra.dz
The stability of embankments on soft soils is a common problem; the reinforcement of this
type of soil by a geosynthetic sheet above stone columns is a recent technique, for an …