The paper presents a study on the location determination of stabilizing piles in colluvial landslides with the interbedding of hard and soft bedrocks. A double-arc model is proposed …
C Li, J Yan, J Wu, G Lei, L Wang, Y Zhang - Bulletin of engineering …, 2019 - Springer
Several colluvial landslides have developed in the Jurassic strata region of Zigui County, a major landslide-prone region in the Three Gorges Reservoir Region of China. The bedrock …
K Sassa, L Doan, K Dang, P Tien - … and Technology, Volume 2 Issue 1 …, 2023 - Springer
The sliding-surface liquefaction (SSL) is one of the most important concepts to understand and reduce rapid landslide disaster risk. SSL occurs even in dense sandy layers. SSL is …
Z Zhong, R Yong, H Tang, C Li, S Du - Landslides, 2021 - Springer
The mechanical properties of stabilizing piles are directly affected by the spatial structure of the bedrock of landslides. To effectively reinforce landslides with a sandwich-type bedrock …
A Cheshomi, A Khalili - Bulletin of Engineering Geology and the …, 2024 - Springer
The pressuremeter test (PMT) and plate load test (PLT) are principal in-situ experiments for measuring soil stiffness and deformation parameters. Although the PLT can be costly and …
H Tang - Progress in Landslide Research and Technology …, 2023 - Springer
Reservoir landslides are one of the most common types of geohazards in reservoir areas. It is of great theoretical significance and engineering application value to carry out the …
A novel upper-hollow drainage anti-slide pile (UDAP) was proposed to overcome the disadvantages of the underground drainage methods and the conventional anti-slide pile …
H Dong, Y Zhao, X Jiang, QF Gao, Z Wang - Journal of Hydrology, 2019 - Elsevier
The stability of a residual gravelly soil slope during heavy rainfall is closely related to the seepage field, which is directly affected by the seepage boundaries of the slope. To examine …