Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/60573
Title: Study on soil-cement grout interface shear strength of soil nailing by direct shear box testing method
Authors: Chu, LM
Yin, JH 
Keywords: Completely decomposed granite
Interface shear strength
Interface surface waviness
Normal stress
Soil moisture content
Soil-nailed structures
Issue Date: 2006
Publisher: Taylor & Francis
Source: Geomechanics and geoengineering, 2006, v. 1, no. 4, p. 259-273 How to cite?
Journal: Geomechanics and geoengineering 
Abstract: An important design parameter in cement-grouted soil nailed structures is the shear strength at the interface between the grouted nail and the surrounding soil. Both field and laboratory pull-out tests are normally used to investigate this interface shear strength. However, these tests have some limitations. In this study, direct shear box tests are adopted to investigate the interface shear strength behaviour between a completely decomposed granite (CDG) soil and a cement grout plate. Tests were carried out in a large direct shear test apparatus over a range of constant normal stress, soil moisture content, and soil–cement grout interface surface waviness. The laboratory test procedures are briefly described and the main test results are presented, followed by a discussion of the shear behaviour of the soil–cement grout interface. The interface shear behaviour is compared with the shear strength behaviour of the same soil tested under comparable conditions. It is shown that the shear stress–displacement behaviour of the soil–cement grout interface is similar to that of the soil alone. The test results indicate that the interface shear strength of the CDG and cement grout material depends on the normal stress level, the soil moisture content, and the interface surface waviness.
URI: http://hdl.handle.net/10397/60573
ISSN: 1748-6025
EISSN: 1748-6033
DOI: 10.1080/17486020601091742
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