The Analysis of the Influence of Different Rock and Soil Qualities on the Loss of Anchorage Force

Qing Biao Wang

doi:10.4028/www.scientific.net/AMM.90-93.2313

Paper Titles

The Research on Soil-Structural Dynamic Interaction
p.2292

Study on the Shaft Height of Natural Ventilation Using Smoking Shaft in Urban Tunnel
p.2297

Study on Dynamic Response and Blasting Vibration Monitoring of Small-Distance Tunnels
p.2301

Judgement Method for Surrounding Rock Stability of Guanjiao Tunnel Based on Catastrophe Theory
p.2307

The Analysis of the Influence of Different Rock and Soil Qualities on the Loss of Anchorage Force
p.2313

Study on Surrounding Rock Deformation Discipline of Extra-Large Section Super-Shallow-Buried Tunnel
p.2318

The Analysis of the Post Anchorage Foundation of a Certain Bridge with Double Layer Arch Tower
p.2323

Deformation Memory Effect Identification Using Fractal Dimension in the Stress Region above Crack Initiation Threshold
p.2332

Reinforcement with Rockbolts in Underground Powerhouse Excavation Using DDA Method
p.2339

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93The Analysis of the Influence of Different Rock...

The Analysis of the Influence of Different Rock and Soil Qualities on the Loss of Anchorage Force

Abstract:

The mechanism of the anchorage effect of the anchorage cable is very complicated. There are many factors which affect the anchoring effect. The loss of anchorage force concerns with the qualities of rock and soil masses, materials, anchor clamping, the construction technology and operation and management level and so on. Taking the Pre-stressed anchorage projects as examples, with the method of geological survey, experimental study, numerical simulation, theoretical analysis, the paper makes study on the loss of anchorage force caused by the qualities of hard rock, weak rock, and broken rock and soil masses. This template explains and demonstrates how to prepare your camera-ready paper for Trans Tech Publications. The best is to read these instructions and follow the outline of this text.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2313-2317

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2313

Citation:

Cite this paper

Online since:

September 2011

Authors:

Qing Biao Wang

Keywords:

Anchorage Force, Loss, Pre-Stressed Anchorage Cable, Qualities of Rock and Soil

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Fa-ming Zhang, Ning Liu, Zuyu Chen, Weibing Zhao. Analysis of factors affected on load losses of high capacity and long rock anchors. Rock and Soil Mechanics,Vol. 4 (2003),pp.194-197. In Chinese

Google Scholar

[2] Xuegui Su, Yan bin Li , Xiusheng Meng. ANALYSIS OF THE FACTORS AFFECTING PRESTRESS-LOSING IN PRESTRESSED CABLE ANCHOR. 　JOURNAL OF XI'AN MINING INSTITUTE. Vol. 19 (1999) ,p.87－90. In Chinese.

Google Scholar

[3] Hui Yang, Chen Chen, ANALYSIS OF THE FACTORS AFFECTING PRESTRESS IN PRESTRESSED CABLE ANCHOR. WEST - CHINA EXPLORATION EN GINEERING. Vol. 4 (2006).pp.57-59 In Chinese

Google Scholar

[4] Xuhui Liang, Wei Fan. PRESTRESS-LOSING IN PRESTRESSED CABLE ANCHOR. H IGHWAY. Vol. 8 (2004).p.114－115. In Chinese

Google Scholar

[5] Jianlin Li, Huafeng Deng, Jian-wen Huang, .Analysis of factors affected on prestress losses of unloading rock mass. Vol. 1(2005).p.292－295. In Chinese

Google Scholar

[6] Yazici S kaiser P K. Bond strength of grouted cable bolts. International Journal of Rock Mechanics &Mining Science, Vol. 3 (1992).p.279－292.

DOI: 10.1016/0148-9062(92)93661-3

Google Scholar