Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test
Multi-field information monitoring is useful to better understand the deformation and failure
behaviour of landslides. Therefore, in this study, a physical slope model under excavation …
behaviour of landslides. Therefore, in this study, a physical slope model under excavation …
Model test on deformation and failure behaviour of arching-type slope under excavation condition
Excavation is one of the common triggers for slope failures. Loss of support at the toe of a
slope due to mining excavation can cause unloading of geomaterials close to the excavated …
slope due to mining excavation can cause unloading of geomaterials close to the excavated …
Comprehensive assessment of the performance of a multismartphone measurement system for landslide model test
Physical modelling is a useful method to examine how landslides deform and fail at the
laboratory scale. Reliable and accurate measurement systems are required for landslide …
laboratory scale. Reliable and accurate measurement systems are required for landslide …
Statistical analysis of bimslope stability using physical and numerical models
Bimrocks are complex geological mixtures of strong blocks and weak matrix occurring
various geological environments such as melanges, fault rocks and weathered rocks …
various geological environments such as melanges, fault rocks and weathered rocks …
Application of a multi-smartphone measurement system in slope model tests
Physical model tests are considered to be useful tools and are widely used in landslide
research. The three-dimensional (3D) surface deformation of slope models provides useful …
research. The three-dimensional (3D) surface deformation of slope models provides useful …
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 …
geotechnical factors. Arching is a factor of load transfer from the destroyed zone to stable …
Stability analysis of laterally confined slope lying on inclined bedding plane
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 …
was presented to evaluate the lateral shear resistance by considering the loading paths and …
Reverse toe sliding criteria of laterally confined low wall slope subjected to counterweight fill
A three-dimensional slope stability analysis is necessary when the effects of the lateral
boundary and the toe support on the load transfer can substantially change the failure mode …
boundary and the toe support on the load transfer can substantially change the failure mode …
Analysis of passive thrust near slope toe in laterally confined slopes lying on inclined bedding plane
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 …
slope experiences compression due to downslope movement, is necessary for both physical …
Physical modeling of tunnel induced displacement in sandy grounds
Abstract Evaluation of ground behavior due to tunneling is a key factor in designing and
construction of tunnels, especially in soft grounds. In this study, a physical model setup has …
construction of tunnels, especially in soft grounds. In this study, a physical model setup has …