Results 31 to 40 of about 1,262 (267)

Deformation of Combined Retaining Structure in Geological Environment [PDF]

open access: yesE3S Web of Conferences, 2021
As a new type of sliding support structure, composite support structure has excellent performance. It is a structure in which two rows of reinforced concrete piles are placed in an appropriate position and the front pile head is connected with the back ...
Wang Yu   +4 more
doaj   +1 more source

Pre-reinforcement Performance of Yielding Anti-slide Piles for Bedding Rock Slope

open access: yesRenmin Zhujiang, 2023
Yielding anti-slide pile is a pre-reinforcement structure developed for bedding rock slopes.To explore its pre-reinforcement performance,firstly,its pre-reinforcement mechanism is analyzed.Secondly,by employing deformation and stress as reference ...
DING Wei, WANG Junjie, QIU Zhenfeng
doaj  

Theoretical and Numerical Study on the Anti-Slide Mechanism of Slope with Different Anti-Slide Pile Parameters

open access: yes, 2022
The damage of rock slopes is often very sudden, and a series of reinforced concrete anti-slide piles are set on the slope, which can effectively control the landslide and ensure the safety of people’s lives. In this paper, through numerical simulation and theoretical analysis, the parameter sensitivity analysis of anti-sliding piles with different ...
Gao, Wenmei   +5 more
openaire   +1 more source

Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structure

open access: yesEngineering Reports, 2022
With the increase in the mileage of high‐speed railways around the world, subgrade problems related to the same have been emerging in large numbers. In view of the shortcomings of slow construction speed and large disturbance caused by conventional anti ...
Guoping Hu   +3 more
doaj   +1 more source

Calculation method on the minimum inserted depth of rigid anti-slide piles in the stable layer with oblique top surfaces in the downslope area

open access: yesZhongguo dizhi zaihai yu fangzhi xuebao, 2021
In order to calculate the minimum inserted depth of rigid anti-slide piles in stable soil with oblique top surface in the downslope area of the piles in a reinforced slope under a specified factor of safety, according to elastic-foundation-coefficient ...
Shiguo XIAO, Yuan QI, Laibin SUN
doaj   +1 more source

Techniques of rotary hole-drilling for square anti-slide piles in complex formation and its application

open access: yesZhongguo dizhi zaihai yu fangzhi xuebao, 2023
To improve the hole-forming efficiency of square anti-slide pile excavation and study the rapid hole-forming technology suitable for rock landslides under complex conditions, this paper aims to study the hole-forming technology, the construction ...
Min ZHANG   +5 more
doaj   +1 more source

Research on Arch Effect between Anti-slide Piles and Soil Pressure on Pile Sheet [PDF]

open access: yesAdvances in Intelligent Systems Research, 2015
At present, the anti-slide piles are widely applied in the field of geotechnical engineering such as the railway, highway, hydropower, municipal and mining engineering due to its advantages of small masonry, large anti-slide resistance, good retaining effect, and so on.
Xianglan Li, Li Guo
openaire   +1 more source

Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures

open access: yesAdvances in Civil Engineering, 2022
In order to meet the design requirements of the anti-slide pile, the form of the anchor-pull pile is often adopted in engineering applications. In the present study, the seismic response characteristics of hinged cable-anchored piles with different rock ...
A. Fa-you   +3 more
doaj   +1 more source

Stability of the Rock Mass Reserved in front of Anti-slide Piles

open access: yesKSCE Journal of Civil Engineering, 2022
To study the stability evaluation method and failure mode of reserved rock masses, the Yueyang landslide project was taken as the research object. First, based on the limit equilibrium method and elastic mechanics, the formulas for calculating the stability of a reserved rock mass were analyzed.
Dapeng Zhu, Lei He, Liangkai Qin
openaire   +1 more source

Calculation of Horizontal Bearing Capacity of Anti-Slide Piles Based on Soil Arching Effect and Improved Strain Wedge Model in Loess Sites

open access: yesShanghai Jiaotong Daxue xuebao
Landslide prevention and control is one of the prominent topics in the field of geological hazards. The passive soil arching effect, adjacent to the piles, is a key factor influencing the horizontal load-bearing capacity of anti-slide piles.
LUO Lijuan, REN Xiang, LI Sheng, TANG Yong, HE Pengyuan
doaj   +1 more source

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