The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top
Advances in Civil Engineering, 2021 In view of the fact that the anti sliding effect analysis of the current anchor cable and anti slide pile structure is not yet complete, research on the synergy mechanism of adjacent pile-anchor composite structures under traffic load is carried out ...
Danfeng Li, Zhuojie Zhang
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Detecting method for defects of anchor cables based on strain monitoring technology
Yantu gongcheng xuebao, 2023 Aiming at the problems of defects suchas corrosion and fracture of prestressed anchor cables under long-term operation, a theoretical method to determine the defect location of anchor cables is proposed based on the strain monitoring technology and the ...
WANG Guogang 1, CHEN Yapeng 1, LI Jinhang 2, 3, AN xinzan 4, ZHAO Wenchao 1
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Study on Double-Shear Test of Anchor Cable and C-Shaped Tube
Shock and Vibration, 2021 The free section of prestressed anchor cable is a weak part of support. A new supporting structure named Anchor Cable and C-Shaped Tube, which can bear transverse shear force, solves the problem that rock bolt and anchor cable are prone to shear failure ...
Renliang Shan +4 more
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FLAC3D simulation of combined support effect under different prestress parameters of deep soft rock roadway [PDF]
E3S Web of Conferences, 2021 In coal mining, as the mining depth increases, a complex mechanical environment of “high ground stress”, “high ground temperature”, “high karst water pressure”, and “mining disturbance”, namely “three highs and one disturbance” appears.
Li Jie, Li Xinghua, Liu Fuguang
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Research on Supporting Measure at Intersection of Inclined Shaft and Major Tunnel in Highway
Advances in Civil Engineering, 2020 The deformation characteristics of the rock mass in the intersection between the Muzhailing highway tunnel and the inclined shaft is a complicated three-dimensional problem.
Xiaoming Sun +4 more
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Distribution characteristics and the evolution law of excavation damage zone in the large-span transition section of high-speed railway tunnel based on microseismic monitoring [PDF]
Railway Sciences, 2022 Purpose – The microseismic monitoring technique has great advantages on identifying the location, extent and the mechanism of damage process occurring in rock mass.
Ao Li +4 more
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Research and application of pre-stressed continuous surrounding rock control technology
Meikuang Anquan, 2021 Pre-stressed continuous surrounding rock control technology was proposed to solve the problem of serious deformation and destruction of the return air lane of No. 5 working face of Ⅱ2-1 coal in Lingdong Mine.
WAN Feng +5 more
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矿业科学学报, 2020 In recent years, the intensity and frequency of landslide geological disasters have been increasing year by year.In the process of landslide occurrence, the traditional prestressed anchor cable can not resist the large deformation of rock and cause ...
Tao Zhigang +4 more
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Research on Full-Section Anchor Cable and C-Shaped Tube Support System of Deep Layer Roadway
Geofluids, 2021 Deep roadway deformation due to soft rock, rock dip, and horizontal tectonic stress is uneven and asymmetrical primarily in large loose zones. Traditional anchor support is influenced by the yield strength and shear strength of the anchors and has a ...
Renliang Shan +3 more
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Applied Sciences, 2019 Using prestressed anchor cables is one of the most common approaches for reinforcing slopes. By establishing a calculation model for a high and steep slope, the changes of displacement of slope foot and increment of force on the cables under different ...
Jian Li +3 more
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