Influence of Overburden Pressure on Soil–Nail Pullout Resistance in a Compacted Fill
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 9
Abstract
Soil nailing has been widely used in many places in the world in the last two decades because of its technical and economical advantages. The nail–soil interface shear strength is an important parameter in soil nail design. This parameter is governed by a number of factors, among which the influence of the overburden pressure (or soil depth) is the most controversial. There are differing views concerning the effect of overburden on the nail–soil interface shear strength. In order to examine the influence of the overburden pressure, a series of laboratory pullout tests on soil nails installed in compacted completely decomposed granite fill have been conducted using two pullout boxes. Numerical simulations have also been carried out and the results are compared with the pullout test data. The procedures of the pullout tests and new features of the pullout boxes used are briefly described. Changes of the vertical stress in soil close to the nail throughout the course of soil nail installation and pullout are presented and discussed in detail. It is observed from the results of this study that the installation process of soil nail induced significant vertical stress changes in soil around the soil nails, and that the soil nail pullout shear resistance is independent of the overburden pressure (or soil depth).
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Acknowledgments
The improvement, setup, and use of the two pullout boxes have received valuable comments from Dr. Raymond W. M. Cheung, Mr. W. K. Pun, Mr. Tony Cheung, Ms. Carrie Leung, Mr. Charles K. L. Tang, and Mr. Danny Fu. All these comments are gratefully acknowledged. The writers wish to thank Mr. L. M. Chu and Ms. W. H. Zhou for assistance in the setup of the boxes and participation in some of the pullout tests. Financial support from the Civil Engineering and Development Dept. and the Research Grants Council (Competitive Earmarked Research Grant No. - UNSPECIFIEDPolyU 5174/04E) of The Hong Kong Special Administrative Region Government are gratefully acknowledged. The writers would like to express thanks to the Head of the Geotechnical Engineering Office for permission to publish this paper.
References
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Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134 • Issue 9 • September 2008
Pages: 1339 - 1347
Copyright
© 2008 ASCE.
History
Received: Feb 7, 2006
Accepted: Nov 13, 2007
Published online: Sep 1, 2008
Published in print: Sep 2008
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