Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test

K Fang, M Miao, H Tang, S Jia, A Dong, P An, B Zhang - Acta Geotechnica, 2023 - Springer
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 …

Model test on deformation and failure behaviour of arching-type slope under excavation condition

K Fang, M Miao, H Tang, A Dong, S Jia, P An… - Engineering …, 2022 - Elsevier
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 …

Comprehensive assessment of the performance of a multismartphone measurement system for landslide model test

K Fang, A Dong, H Tang, P An, B Zhang, M Miao… - Landslides, 2023 - Springer
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 …

Statistical analysis of bimslope stability using physical and numerical models

E Khorasani, M Amini, MF Hossaini, E Medley - Engineering Geology, 2019 - Elsevier
Bimrocks are complex geological mixtures of strong blocks and weak matrix occurring
various geological environments such as melanges, fault rocks and weathered rocks …

Application of a multi-smartphone measurement system in slope model tests

K Fang, P An, H Tang, J Tu, S Jia, M Miao, A Dong - Engineering Geology, 2021 - Elsevier
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 …

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 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 …

Reverse toe sliding criteria of laterally confined low wall slope subjected to counterweight fill

T Pipatpongsa, K Fang, C Leelasukseree… - International Journal of …, 2024 - Elsevier
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 …

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 …

Physical modeling of tunnel induced displacement in sandy grounds

N Moussaei, MH Khosravi, MF Hossaini - Tunnelling and Underground …, 2019 - Elsevier
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 …