Experiment Study on Bolts Foundation of Large-Jointed Rock Mass in Transmission Lines

Rui Ming Tong; Xian Long Lu; Wei Feng Zheng

doi:10.4028/www.scientific.net/AMM.256-259.344

Paper Titles

Analysis of Three-Dimensional Effects for Deep Foundation Pit with FLAC3D
p.328

Deep Foundation Pit Engineering Technology Research
p.332

Experimental Study on Compaction and Strength Characteristic of Wetland Fine Grained Soil
p.336

Numerical Test Study on Ground Frost Heave Deformation Caused by Artificial Horizontal Ground Freezing Method
p.340

Experiment Study on Bolts Foundation of Large-Jointed Rock Mass in Transmission Lines
p.344

Research on the Slope Stability under the Condition of Water Level Fluctuation
p.350

The Choice of Basic Pillar Design Theory for Locked Sand Condition
p.354

Study on the Granular Shear Strength Parameters of Dumping Site
p.358

Application of GPR in Evaluation of Stability on Rocks Surrounding Hand-Dug Piles
p.362

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Experiment Study on Bolts Foundation of...

Experiment Study on Bolts Foundation of Large-Jointed Rock Mass in Transmission Lines

Abstract:

Large-jointed rock mass is the main geological condition of transmission lines of Qingyuan Regions in Guangdong Province. The bolt foundations haven’t be studied and applied in this geological condition. Static load tests of 15 single-bolt foundations and 8 group-bolt foundations were carried out. Experiment study shows that the mechanical characteristics of bolt foundation are suitable for transmission lines in large-jointed rock mass. The design parameters of anchor bar in large-jointed rock mass are derived from the measured data:τa>2359kPa, τb>618kPa, τc>42kPa.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

344-349

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.344

Citation:

Cite this paper

Online since:

December 2012

Authors:

Rui Ming Tong, Xian Long Lu, Wei Feng Zheng

Keywords:

Bolt Foundation, Large-Jointed Rock Mass, Static Load Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Standards for the design of the foundation for transmission line (DL/T 5219-2005). Beijing: China Electric Power Press, 2005.

Google Scholar

[2] Report on experimental study of rock bolt foundation for large-span 220kV transmission line between Zhoushan Island and mainland grid, Beijing Electrical Power Construction Research Institute of SGCC, 2008.

Google Scholar

[3] Report on experimental study of rock bolt foundation for large-span transmission line in Meizhou Bay of Futian, FujianBeijing Electrical Power Construction Research Institute of SGCC, 2008.

Google Scholar

[4] Report on experimental study of rock bolt foundation for transmission lines in North China, Beijing Electrical Power Construction Research Institute of SGCC, 2008.

Google Scholar

[5] Geotechnical engineering investigation report for construction graph on 220kV transmission line between Langxin and Moon Bay, 2008, 12.

Google Scholar

[6] Guiding principles for the design of transmission line tower, Commissioner on power transmission structure for Structure Department of American Society of Civil Engineers (ASCE).

Google Scholar

[7] Standards for the design of building foundations (GB50007-2002), Beijing: China Architecture & Building Press, 2002.

Google Scholar

[8] Standard for the design of concrete structrue (GB50010-2002), Beijing: China Architecture & Building Press, 2002.

Google Scholar

[9] Overhead lines – Testing of foundations for structures, CEI/IEC 1773.

Google Scholar