Excavation compensation method and key technology for surrounding rock control
M He, Q Wang - Engineering Geology, 2022 - Elsevier
The change in the stress state of the underground rock caused by excavation is the root
cause of the deformation instability. Compensating for the stress change is one of the keys to …
cause of the deformation instability. Compensating for the stress change is one of the keys to …
[HTML][HTML] Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports
Q Xu, J **
sustainable mitigation measures. The present paper aims to appraise the research …
sustainable mitigation measures. The present paper aims to appraise the research …
Model test of interaction between load-caused landslide and double-row anti-slide piles by transparent soil material
Q **e, Z Cao, X Shi, X Fu, Y Ban, Z Wu - Arabian Journal for Science and …, 2021 - Springer
The double-row anti-slide pile is one of the main measures for treating medium and large-
scale landslides. However, the pile–soil interaction mechanism and the influence of the row …
scale landslides. However, the pile–soil interaction mechanism and the influence of the row …
Effect of the inclined pile-soil arch in a soil landslide reinforced with anti-sliding piles
Z Liu, Z Yan, X Wang, J Li, Z Qiu - Natural Hazards, 2021 - Springer
Aiming at the stability of a highway slope reinforced with anti-sliding piles, the mechanical
behaviour of the inclined pile-soil arch in a soil slope reinforced with anti-sliding piles was …
behaviour of the inclined pile-soil arch in a soil slope reinforced with anti-sliding piles was …
Study on mechanical characteristics of pipe umbrella support in shallow buried tunnels
YH Wu, CJ **ao, FQ Chen, G Cai - Tunnelling and Underground Space …, 2024 - Elsevier
Considering the micro-arching effect between pipe umbrella, the paper investigates the
mechanical response of pipe umbrellas during tunnel excavation by simulating pipe …
mechanical response of pipe umbrellas during tunnel excavation by simulating pipe …
Influence of root volume, plant spacing, and planting pattern of tap-like tree root system on slope protection effect
H Ding, L Xue, H Liu, L Li, H Wang, M Zhai - Forests, 2022 - mdpi.com
Vegetation slope protection has been widely utilized as an eco-friendly approach for slope
stability. Up to now, research on the slope protection effect of shrubs and herbaceous …
stability. Up to now, research on the slope protection effect of shrubs and herbaceous …
Anti-slide pile structure development: New design concept and novel structure
G Chen, F Guo, G Zhang, J Liu, L Ding - Frontiers in Earth Science, 2023 - frontiersin.org
The anti-slide pile is one of the most used measures in landslide control globally. Following
its application, various structures have been developed. In this paper, we analyze the anti …
its application, various structures have been developed. In this paper, we analyze the anti …
Soil arching effect of composite piles supporting foundation pits based on mechanical model and photoelastic experiment
D Zhang, H Cui, Z Lei, X Zhang, Z Wang, Y Bai… - Optics and Lasers in …, 2023 - Elsevier
In this study, the analytical solution of soil stress behind a composite pile and the arch height
of the soil was derived using a mechanical model of a composite pile supporting the …
of the soil was derived using a mechanical model of a composite pile supporting the …
Study on shielding effect of the pile group in a soft-soil foundation
C Lin, L Huang, S Chen, M Huang, R Wang, Q Tan - Applied Sciences, 2023 - mdpi.com
Pile groups are frequently employed to reinforce soft soil foundations, while the piling
process frequently disturbs the adjacent foundation. The shielding effect, which prevents the …
process frequently disturbs the adjacent foundation. The shielding effect, which prevents the …