1 AIT Asian Institute of Technology

Effect of infill thickness on shear behavior of rock joints

AuthorShrestha, Uttam Bol
Call NumberAIT Thesis no. GT-88-24
Subject(s)Rock mechanics

NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementThesis ; no. GT-88-24
AbstractA model material made of gypsum/celite and water was used to simulate and study the strength behavior of rock joints. Laboratory shear tests were performed on models with different joint roughness , with and without infill (dry bentonite), and on infill material alone to provide an experimental aspect for interpreting the shear behavior of infilled rock discontinuity. Test variables include inclination of asperity, wav e length of the asperity , infill thickness, and normal loads . The result showed significant effect of infill thickness and joint geometry, as well as normal loads, on the shear behavior of infilled rock discontinuities. The effects of joint roughness and normal loads were found to be more pronounced when infill was thin compared to the amplitude of the asperity. The infill thickness required to reduce strength of an unfilled rock joint to that of infill alone was found to be significantly affected by amplitude of the joint roughness. For infilled rock joints with asperity inclination of both 30° and 15°, strength of infilled rock joint approached strength of infill material when the infill thickness is approximately more than twice the asperity amplitude. An approach to predict the strength of infilled rock joint is suggested.
Year1989
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GT-88-24
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSGeotechnical and Transportation Engineering (GT)
Chairperson(s)Rantucci, Giovanni ;No ppadol Phein-wej
Examination Committee(s)Prinya Nutalaya;
Scholarship Donor(s)DAAD, The Government of Federal Republic of Germany;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1989


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