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- W4385679103 abstract "PDF HTML XML Export Cite reminder Research on the Loss Law of Anchoring Force of Prestressed Anchor Cable under Different Lithological Conditions DOI: 10.59238/j.pt.2016.05.002 Author: Affiliation: 1.State Key Laboratory of Soil mechanics and Engineering, Wuhan Institute of Geotechnical Soil mechanics, Chinese Academy of Sciences, Wuhan 430007;2. Shandong University of Science and Technology, Tai'an 271019;3. Shandong Hualian Mining Co., Ltd., Shandong 256119; Clc Number: TU46 Fund Project: Article | Figures | Metrics | Reference | Related | Cited by | Materials | Comments Abstract:There are many and complex factors that affect the anchoring effect of prestressed anchor cables, and each factor also affects each other. The loss of anchoring force is closely related to the properties of rock and soil. Through theoretical analysis, experimental research, numerical simulation, and other methods, the influence mechanism of creep deformation and compression deformation of rock and soil on anchoring force loss is studied. The law of prestressed anchor cable anchoring force loss caused by hard rock, weak rock, broken rock, and soil is studied. The research shows that the properties of rock and soil are different, The loss of anchoring force caused by prestressed anchor cables is also different: the better the quality of the rock and soil, the smaller the loss of anchoring force under the same initial anchoring force conditions. This research achievement can guide the design, construction, and operation management of anchoring engineering, which is beneficial for improving the economic and social benefits of anchoring engineering Reference Related Cited by" @default.
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- W4385679103 date "2016-01-01" @default.
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- W4385679103 title "Research on the Loss Law of Anchoring Force of Prestressed Anchor Cable under Different Lithological Conditions" @default.
- W4385679103 doi "https://doi.org/10.59238/j.pt.2016.05.002" @default.
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