Susceptibility of reservoir-induced landslides and strategies for increasing the slope stability in the Three Gorges Reservoir Area: Zigui Basin as an example
The construction of the huge Three Gorges reservoir affected a large region, and the
resultant geological and environmental impacts have caused global concern. 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
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 …
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 …
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 …
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 …
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 …
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 …
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 …
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 …
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 …
anchored anti-slide pile. Therefore, it is very important to investigate the internal force …