Research of Direct Calculation Method for Design on Cross-Section of Retaining Wall

Wei Huang

doi:10.4028/www.scientific.net/AMR.639-640.714

Paper Titles

Foundation Pit Dewatering and Ground Subsidence in Binary Structural Stratum of Wuhan
p.694

The Research on the Liquid Plastic Limit of Completely Weathered Granite Improved Soil
p.700

Pile Bearing Properties Analysis Based on Energy Method
p.704

Modeling of the Cyclic Behavior of Loose Sand by an Elasto-Plastic Fuzzy Set Model
p.708

Research of Direct Calculation Method for Design on Cross-Section of Retaining Wall
p.714

Analysis on Heat Transfer Intensity of Bamboo Structure Wall in Warm and Humid Environment
p.721

Numerical Simulation of Polyurethane Strengthened Perforated Masonry Walls under Blast Loading
p.727

Experimental Investigation of Seismic Behavior of a New Type Masonry Walls
p.732

Study on Compressive Performance of Prefabricated Wall Components in Bamboo and Wood
p.740

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Research of Direct Calculation Method for Design...

Research of Direct Calculation Method for Design on Cross-Section of Retaining Wall

Abstract:

Based on meeting the requirement of ground bearing capacity, the allowable range of anti-overturning safety factor is derived. The relative parameters are expressed with base width and the relation graphs of conversion factor are presented, and then can design the cross-section of retaining wall directly by combining the stability requirement of anti-sliding. The calculated result shows that this method makes the design simple and reliable. It may be a reference for engineers.

You might also be interested in these eBooks

Advances in Civil Infrastructure Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

714-717

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.714

Citation:

Cite this paper

Online since:

January 2013

Authors:

Wei Huang

Keywords:

Anti-Overturning, Anti-Sliding, Bearing Capacity of Ground, Cross-Section Design, Retaining Wall

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] GB50007-2002. design specifications for basis of building foundations.

Google Scholar

[2] Tai-hua Huang. Ying-ming Rao. Ping Tan. The method of Checking on the retaining wall foundation bearing capacity and stability against overturning. Geotechnical Engineering, 2003(6): 315~318.

Google Scholar

[3] Tai-hua Huang. Jian Yuan. the method of determining cross-sectional dimension on Gravity retaining wall. Geotechnical Engineering, 2004, 18(5). 242~243, 247.

Google Scholar

[4] Jian Yuan. Qi-Mei Liu. Parameter method in the design of cantilever retaining wall plate size in the application. Geotechnical Engineering, 2005, 19(1):17~19.

Google Scholar

[5] Lin luo. Gravity retaining wall section design optimization. Geotechnical Engineering, 2005, 19(5): 262~263; 267.

Google Scholar

[6] Yan-peng Zhu. Special structure. Wu Han. Wuhan University of Technology Press, 2004.

Google Scholar