Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/17795
Title: Numerical simulation of pressure grouting in soil nail pull-out tests
Authors: Su, LJ
Yin, JH 
Wang, SY
Liao, HJ
Keywords: Finite element
Parametric study
Pull-out shear resistance
Soil nailing
Issue Date: 2007
Publisher: Scientific.Net
Source: Key engineering materials, 2007, v. 353-358, no. PART 2, p. 1037-1040 How to cite?
Journal: Key engineering materials 
Abstract: Soil nailing is a widely used technique for stabilizing slopes and excavations. In all current design methods, the nail-soil interface shear strength, that is, the pull-out resistance of a soil nail is an important parameter which controls the design and safety assessment of the soil nailing system. The pressure grouting is a cost effective method for increasing the soil nail pull-out resistance and in turn improving the performance of the nailed structure. In this paper, a three dimensional (3-D) finite element (FE) model for pull-out tests is established and verified by comparing simulated results with measured data. This model is then used to simulate the effect of grouting pressure on the soil nail pull-out resistance.
Description: Asian Pacific Conference for Fracture and Strength (APCFS'06), Sanya, Hainan Island, 22-25 November 2006
URI: http://hdl.handle.net/10397/17795
ISSN: 1013-9826
EISSN: 1662-9795
Appears in Collections:Conference Paper

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

2
Citations as of Feb 25, 2017

Page view(s)

35
Last Week
1
Last month
Checked on Aug 21, 2017

Google ScholarTM

Check



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.