[HTML][HTML] Centrifuge modelling of landslides and landslide hazard mitigation: A review

K Fang, H Tang, C Li, X Su, P An, S Sun - Geoscience Frontiers, 2023 - Elsevier
Landslides are serious geohazards that occur under a variety of climatic conditions and can
cause many casualties and significant economic losses. Centrifuge modelling, as a …

Soil Arching and Ground Deformation around Tunnels in Sandy Grounds: Review and New Insights

G Khandouzi, MH Khosravi - Journal of Mining and …, 2024 - jme.shahroodut.ac.ir
Granular materials used in engineering structures tend to experience arching under different
geotechnical factors. Arching is a factor of load transfer from the destroyed zone to stable …

Stability analysis of slide-toe-toppling failure

M Amini, A Ardestani, MH Khosravi - Engineering Geology, 2017 - Elsevier
Toppling failure is a common mode of instability in layered and blocky rock slopes where
rock blocks rotate about their toes and overturn. One of the most important types of toppling …

Stability analysis of laterally confined slope lying on inclined bedding plane

T Pipatpongsa, K Fang, C Leelasukseree, A Chaiwan - Landslides, 2022 - Springer
A stability analysis of a laterally confined slope model, lying on an inclined bedding plane,
was presented to evaluate the lateral shear resistance by considering the loading paths and …

Analysis of passive thrust near slope toe in laterally confined slopes lying on inclined bedding plane

T Pipatpongsa, C Leelasukseree, K Fang… - Bulletin of Engineering …, 2023 - Springer
The estimation of passive thrust, which causes toe failure when the mass above the toe of a
slope experiences compression due to downslope movement, is necessary for both physical …

An experimental study of pile stabilized infinite slopes under in-flight pseudo-static loading

F Nasiri, MH Khosravi, J Takemura - Bulletin of Engineering Geology and …, 2022 - Springer
Stabilizing piles are considered a prevailing and very effective method of reinforcing slopes.
Considering the widespread application of stabilizing piles, many recent studies are devoted …

Geometry and maximum width of a stable slope considering the arching effect

K Fang, H Tang, X Su, W Shang, S Jia - Journal of Earth Science, 2020 - Springer
The stability of an arching slope in deformable materials above strong rocks strongly
depends on the shape and width of the span. Equations for a free surface problem that …

Arching effect in slopes under excavation: Classification and features

K Fang, S Jia, H Tang, R Zhou, Z Kong, Y Fu, P An… - Engineering …, 2024 - Elsevier
Classifying excavation-induced slopes considering the arching effect and understating the
features are crucial for determining the appropriate designs for excavation, assessing the …

Determination of the caving zone height using numerical and physical modeling based on the undercutting method, joint dip, and spacing

B Alipenhani, M Jalilian, A Majdi… - Journal of Mining …, 2024 - journals.shahroodut.ac.ir
The paper presents the effect of the dip of joints, joint spacing, and the undercutting method
on the height of the caving in block caving. The obtained results show that among the three …

Centrifuge modeling of loess slope failure induced by rising water level utilizing intact sample

K Zhao, Q Xu, F Liu, D Gao, D Peng, W Chen - Engineering Failure …, 2024 - Elsevier
Understanding the failure process of bottom-saturated loess slopes is of great significance in
loess areas where flood irrigation is commonly utilized to alleviate the scarcity of …