1 AIT Asian Institute of Technology

Modelling of pushing resistance on cohesionless soil using different scale model tests

AuthorNguyen Van Hoan
Call NumberAIT Thesis no. GE-95-15
Subject(s)Shields (Geology)
Tunnels

NoteA thesis submitted in partial fulfillment of requirements for the degree of Master of Engineering, School of Civil Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. GE-95-15
AbstractThe capacity of cutting equipment depends on the acting load. Nevertheless, the acting load on the cutter face of shield has not been clear. The last year research made clear that the pushing resistance, which does not appear in the design of shield capacity, is an important component of the acting load. This study aims to make the model of pushing resistance on Cohesionless soil by different scale model tests. In this research study, Axial force and torque behavior exhibited in dry compact sand (relative density of 100%) have been investigated. Pushing resistance, as a major component of cutter torque, has been found to be the function of speed ratio (v/f), radius (R0 and Rj) and the number of cutter path (P n), which is different from the theoretic equations. Based on the experimental results the model equations for pushing resistance have been proposed. As the stress concentration occurs at the tip of the cutter bits, the friction concept does not satisfy the test model and two constants known as influencing factors At and b have been introduced to describe the model. These parameters both are found to be the function of face angle (Uc) and clearance angle (y c)ยท
Year1996
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GE-95-15
TypeThesis
SchoolSchool of Civil Engineering
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical Engineering (GE)
Chairperson(s)Sugimoto, M.;
Examination Committee(s)Balasubramaniam, A.S. ;Ashford, Scott A.
Scholarship Donor(s)The Government of Japan ;
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1996


Usage Metrics
View Detail0
Read PDF0
Download PDF0