Results 41 to 50 of about 2,137 (273)

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

Comparative tests on seismic performance of anti-slide piles with prestressed anchor cables with different angles

open access: yesYantu gongcheng xuebao, 2023
The prestressed anchor cable is an important component of the anti-slide pile of prestressed anchor cable, but the influences of its arrangement angle on the seismic performance of the anti-slide pile of prestressed anchor cable is not yet clear. To this
WANG Yu 1, 2, ZHENG Tong 1, 2, SUN Rui 1, 2, QI Wenhao 1, 2, LI Linggui 3, CHENG Yang 1, 2, ZHANG Yiming 1, 2
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

Evaluation of Sustainable Slope Stability with Anti-Slide Piles Using an Integrated AHP-VIKOR Methodology

open access: yes, 2023
The sustainable design of major civil engineering projects, such as landslide management and slope stability, provides new opportunities for our society regarding the global energy crisis. These sources offer an effective solution to environmental issues
Yesim Tuskan, Ender Basari
core   +1 more source

Application of Bent Type Anti-Slide Pile in Red Bed Slope Composed with Accumulation

open access: yes, 2011
Accumulation strength has poor ability in red bed slope and its self-stabilize is lower than normal slope. Red bed slope composed with accumulation can cause more disaster risks for highway slope engineering.
Huan Long Wang, Xiao Ning Li
core   +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

Failure Analysis of a Highway Cut Slope with Anti-Slide Piles

open access: yesGeofluids, 2021
Landslides induced by engineering construction are very common in reality; it is necessary to clarify the causes of landslide failure to avoid similar accidents. A landslide induced by highway construction is taken as a case. Field observations, data collection, and analyses were used to investigate the deformation and causes of the landslide.
Hongjie Chen   +4 more
openaire   +2 more sources

Mechanical Characteristics of the Combination System of Medium-Diameter Anti-Slide Piles and Tunnel-Under-Landslide Loading

open access: yes, 2022
Landslides have significant impacts on the stress and deformation of existing tunnel that can damage the existing tunnel lining structures and thus affect normal traffic operation.
Bo Luo   +4 more
core   +1 more source

Stress Analysis of Double Row Anti-slide Pile [PDF]

open access: yesProceedings of the 2016 3rd International Conference on Materials Engineering, Manufacturing Technology and Control, 2016
Double row pile as a retaining structure in slope reinforcement and foundation pit support engineering and many other neighborhoods, it has a wide application. But due to the complexity and difference of the soil around the pile, the interaction mechanism between pile and soil is not clear. Calculated with different models and assumptions of double row
openaire   +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  

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