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 …

Model tests of the response of landslide-stabilizing piles to piles with different stiffness

X Hu, C Zhou, C Xu, D Liu, S Wu, L Li - Landslides, 2019 - Springer
The deformation characteristics of landslides, reinforced by piles having different stiffness,
are examined using physical model tests. Taking the Majiagou landslide and its pile system …

Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges Reservoir

H Tang, C Li, X Hu, L Wang, R Criss, A Su… - Bulletin of Engineering …, 2015 - Springer
The Huangtupo landslide is the volumetrically largest, most complex, and economically most
significant landslide in the Three Gorges Reservoir Region. Detailed information about the …

[HTML][HTML] Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports

Q Xu, J **e, L Lu, Y Wang, C Wu, Q Meng - Underground Space, 2024 - Elsevier
This study presents a detailed investigation into the soil arching effects within deep
foundation pits (DFPs), focusing on their mechanical behavior and implications for structural …

Model testing of the response of stabilizing piles in landslides with upper hard and lower weak bedrock

C Li, J Wu, H Tang, X Hu, X Liu, C Wang, T Liu… - Engineering …, 2016 - Elsevier
The behavior of stabilizing piles with different embedded lengths in bedrock with a hard
upper layer and a weak lower layer is examined using physical model tests. Based on the …

Impact analysis of repeated improper treatment of bridge site slopes to bridge across

C Yan, H Li, Y Shi, H Lan, L Zhao, H Bao, Z Jia… - Engineering Failure …, 2023 - Elsevier
The bridge site slope in Zhengjiawan has been renovated several times in response to the
adverse geological conditions of the Zhengjiawan ancient landslide (ZAL) in China …

Experimental research on seismic response of split‐type prefabricated utility tunnels through shaking table tests

Z Li, Q Luo, R Zhou - Earthquake Engineering & Structural …, 2022 - Wiley Online Library
Due to the advantages of prefabricated structure, its applications in utility tunnels are
increasing. However, more connection joints have raised concerns about the vulnerability of …

Investigation of internal force of anti-slide pile on landslides considering the actual distribution of soil resistance acting on anti-slide piles

X Liu, G Cai, L Liu, Z Zhou - Natural Hazards, 2020 - Springer
Frequent landslides have generated huge security threats and economic losses all over the
world. As an important anti-slip retaining structure, anti-slide piles can maintain the slope …

Experimental and numerical studies on the deformation response and retaining mechanism of h-type anti-sliding piles in clay landslide

XR Liu, MM Kou, H Feng, Y Zhou - Environmental earth sciences, 2018 - Springer
This paper performs systematical studies on deformation response and retaining
mechanism of a novel retaining structure, ie, an h-type anti-sliding pile, which has been …

Soil arch evolution characteristics and parametric analysis of slope anchored anti-slide pile

S Zhang, C Li, H Qi, X Chen, S Ma - KSCE Journal of Civil Engineering, 2021 - Springer
The soil arching effect can significantly impact the bearing characteristics of the slope
anchored anti-slide pile. Therefore, it is very important to investigate the internal force …