Land Subsidence Prediction Method of Power Cables Pipe Jacking Based on the Peck Theory

Yuan Liang Zhang; Yi Hu Zhang

doi:10.4028/www.scientific.net/AMR.634-638.3721

Paper Titles

Landslide Stability Analysis Based on GeoStudio
p.3701

Overview of Bauxite Selective Dissociation in China
p.3705

Study on Fuzzy Comprehensive Evaluation System in Mine Safety Based on AHP
p.3710

Fault Intelligent Diagnosis of Coal Mine Hoist Based on GCFNN
p.3716

Land Subsidence Prediction Method of Power Cables Pipe Jacking Based on the Peck Theory
p.3721

A Simulative Study on the Effects of Additional Inertia Force Exerting on the Water Dynamic Features of Damaged Vessels
p.3727

Analysis of Mill Performance of Industrial Scale Ball Mill Using DEM Simulation
p.3732

Building of Fine-Tuning Mechanism Posture and Kinematics Model for Shield Segment Erector
p.3737

Combination Model Based on CBR and SVM for BOF Oxygen Volume Calculation
p.3741

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 634-638Land Subsidence Prediction Method of Power Cables...

Land Subsidence Prediction Method of Power Cables Pipe Jacking Based on the Peck Theory

Abstract:

Overhead transmission line and cable are generally used for across or crossing the railway, highways and rivers.For higher deformation requirement of operation of the railway and highway foundation settlement,to ensure that the cable through the process of foundation in regulating the allowable range, calculation and prediction of foundation settlement is specially necessary.Based on the Peck theory, the dominant factor in foundation settlement-strata loss calculation method is introduced supplemented with measured settlement observation records in this paper,which confirmes that the calculation results are replicab in engineering practice.

You might also be interested in these eBooks

Advances in Chemical, Material and Metallurgical Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 634-638)

Pages:

3721-3724

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.634-638.3721

Citation:

Cite this paper

Online since:

January 2013

Authors:

Yuan Liang Zhang, Yi Hu Zhang

Keywords:

Land Subsidence, Peck Theory, Pipe Jacking, Power Cables, Strata Loss

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Technical Specification For Pile Jacking Of Water Supply And Sewerage Engineering. " (CECS246: 2008). China Plan Publishing House.

Google Scholar

[2] Zhangzhong Wu, Liping Li, Shaohua Chen. Land Subsidence Prediction Analysis Of Shield Construction Of Subway Tunnel, Subgrade Engineering, 2007. 4(133).

Google Scholar

[3] Hongmei Zhan. Land Subsidence Analysis And Calculation Caused By Pipe Jacking Construction. Underground Space And Engineering Learned Journal. 2008. 06.

Google Scholar

[4] Gang Wei, Huajun Wu, Chunlai Chen. Subsidence Prediction Caused By Strata Loss In The Pipe Jacking Construction Process. Rock and Soil Mechanics. 2007. 28(2).

Google Scholar

[5] Chongqi Fang, Xianghong Li. Land Subsidence Prediction Of The Shallow Pipe Jacking Construction. Jiangsu Polytechnic University (Natural Science) . 1999. 20(6).

Google Scholar

[6] Hongwei Qiao, Zhihui Deng. Subsidence Prediction In The Pipe Jacking Construction Process. Exploration Engineering. 2000. 67(6).

Google Scholar