Susceptibility of reservoir-induced landslides and strategies for increasing the slope stability in the Three Gorges Reservoir Area: Zigui Basin as an example

C Li, Z Fu, Y Wang, H Tang, J Yan, W Gong, W Yao… - Engineering …, 2019 - Elsevier
The construction of the huge Three Gorges reservoir affected a large region, and the
resultant geological and environmental impacts have caused global concern. The …

A preliminary study on the location of the stabilizing piles for colluvial landslides with interbedding hard and soft bedrocks

C Li, X Wang, H Tang, G Lei, J Yan, Y Zhang - Engineering geology, 2017 - Elsevier
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 …

Determination of the embedded length of stabilizing piles in colluvial landslides with upper hard and lower weak bedrock based on the deformation control principle

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 …

[HTML][HTML] Sliding-surface liquefaction and undrained steady-state shear-strength

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 …

Experimental studies on the interaction mechanism of landslide stabilizing piles and sandwich-type bedrock

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 …

Comparison of pressuremeter and plate loading results to determine the deformation modulus in fine-grained soil

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 …

[HTML][HTML] Identification and mitigation of reservoir landslides: cases studied in the three gorges reservoir area of China

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 …

Stability analysis of a water-rich slope stabilized by a novel upper-hollow drainage anti-slide pile

Z Li, D Huang - Natural Hazards, 2023 - Springer
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 …

Boundary effect on the hydraulic characteristics of gravelly soil slopes in physical model tests

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 …

[HTML][HTML] 不同布锚方式对锚索抗滑桩受力与变形影响的物理模型试验研究

王贵华, 李长冬, 贺鑫, 张永权, 姚文敏, 宋成彬… - 地质科技 …, 2022 - dzkjqb.cug.edu.cn
锚索抗滑桩是滑坡的主要支护结构之一. 目前, 软硬相间地层条件下锚索抗滑桩的受力与变形
特征尚缺乏系统研究. 以软硬相间地层为地质背景, 基于自主研发的柔性测斜仪和自动加载系统 …