Effect of Bentonite Slurry Pressure on Interface Friction of Pipe Jacking
Author:
Affiliation:
1. Assistant Professor, Istanbul Medeniyet Univ., Istanbul 34700, Turkey (corresponding author).
2. Professor, Dept. of Civil Engineering, Bogazici Univ., Bebek, Istanbul 34342, Turkey.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000255
Reference13 articles.
1. Alexanderson M. (2001). “Construction of a Cable Tunnel ID 2.6 Vibhavadi.” Proc. 5th Int. Symp. on Microtunneling Messe Munchen International Munich Germany 139–147.
2. ASTM. (2010). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” ASTM D4253 West Conshohocken PA.
3. Borghi F. X. (2006). “Soil conditioning for pipe-jacking and tunneling.” Ph.D. thesis Univ. of Cambridge Cambridge U.K.
4. Long distance pipe jacking in Asia;Broomfield J.;Tunnels Tunnelling Int.,2004
5. Tests of the interface between sand and steel in the simple shear apparatus
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