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Gold Science and Technology ›› 2024, Vol. 32 ›› Issue (1): 123-131.doi: 10.11872/j.issn.1005-2518.2024.01.161

• Mining Technology and Mine Management • Previous Articles     Next Articles

Study on the Load Transfer Characteristics and Influence Factors of Anchora-ge Segment of Pressure-type Anchor Cable

Kaibin WANG1(),Qin LIU2,Hongtao WANG3()   

  1. 1.Shandong Engineering Consulting Institute, Jinan 250013, Shandong, China
    2.Shandong Gold Group Co. , Ltd. , Jinan 250101, Shandong, China
    3.Shandong Jianzhu University, School of Civil Engineering, Jinan 250101, Shandong, China
  • Received:2023-12-01 Revised:2023-12-20 Online:2024-02-29 Published:2024-03-22
  • Contact: Hongtao WANG E-mail:wangkaibin5@163.com;wanghongtao918@163.com

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Abstract:

In order to study the load transfer characteristics and the slippage process of anchorage segment of the pressure-type anchor cable in soil strata，the formula of shear stress and axial force distribution of the anchor cable under external load was derived based on theoretical analysis.In addition，the load transfer characteristics was analyzed.The influence degree of soil compressive modulus，anchor diameter，load and Poisson’s ratio on axial force and shear stress were analyzed in detail.The shear stress and axial force in the anchorage segment of the cable has the same distribution function and is all power functions.The shear stress and axial force are the largest near the bearing plate，but far from the bearing plate，the shear stress and axial force gradually decrease to zero.The magnitude and distribution range of the shear stress and axial force in the anchorage segment mainly depend on the anchorage force，and are related to the diameter，elastic modulus and Poisson ratio of anchor body，the compressibility modulus and Poisson ratio of soils，and friction angle of the interface between anchors and soils.In the form of the formula，if the anchorage segment is infinite，the anchoring force P can be infinite in theory.The ultimate anchoring force depends on the strength of the anchors around the bearing plate，the soil and the interface.The position of the maximum shear stress is only related to the soil properties，material parameters and radius of anchorage in anchorage segment of prestressed cable，not related to the magnitude of load.The diameter of anchors also has significant influence on the distribution of shear stress and axial force.With different loads，the distribution form，range and peak position of shear stress is the same，which is independent of load.Under the same conditions，the larger the compressive modulus of soil，the larger of shear stress，and the faster the shear stress decline trendation.The Poisson’s ratio has little effect on the shear stress.When the value of Poisson’s ratio is different，the mechanical property of the whole anchorage system under external load is basically unchanged，and also the value of shear stress.The range of action remains and the axial force is unchanged.In order to verify the correctness of the theoretical analysis results，the load transfer test results of the anchor cable were obtained by in-situ tests of clay and sandy soil.The in-situ test results show that the theoretical analysis results are in good agreement with the engineering results.The research results can provide a basis for analyzing the stress state and optimizing design of soil anchorage engineering.

Key words: anchor cable, anchorage segment, oad transfer characteristics, influence factor, theoretical analysis, numerical simulation, rock mass engineering

CLC Number: 

  • TU473

Fig.1

Force exerted on microelement of anchorage"

Fig.2

Distribution curve of shear stress and axial force"

Fig.3

Relationship between shear stress and axial force distribution with soil compression modulus Ks"

Fig.4

Relationship between of shear stress and axial force distribution with elastic modulus Ea"

Fig.5

Relationship between shear stresses and axial force distribuion with φ"

Fig.6

Relationship between shear stress and axial force distribution with diameter"

Fig.7

Relationship between shear stress and axial force distribution with load"

Fig.8

Relationship between shear stress and axial force distribution with μ′"

Fig.9

Relationship between shear stress and axial forces distribution with μ"

Fig.10

Field test diagram of center anchoring pressure plate method"

Table 1

Calculation results of deformation modulus and elastic modulus"

承压板型号变形模量/MPa弹性模量/MPa
CYB-A122.2726.70
CYB-B122.5029.87
CYB-A217.7826.87
CYB-B218.0327.57
CYB-A323.4233.62
CYB-B323.5633.21

Fig.11

Stiffness test curves"

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