Open AccessEffect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff: Comparison between predicted and observed shear behavior using a graphical method; Yucca Mountain Site Characterization Project
Author(s) -
Johannes L. Wibowo,
Bernard Amadei,
Stein Sture,
A.B. Robertson,
R.H. Price
Publication year - 1993
Language(s) - English
Resource type - Reports
DOI - 10.2172/140081
Subject(s) - shear (geology) , joint (building) , stiffness , welding , ultimate tensile strength , geology , geotechnical engineering , structural engineering , shear strength (soil) , displacement (psychology) , materials science , composite material , engineering , soil science , soil water , psychology , psychotherapist
Four series of cyclic direct-shear experiments were conducted on several replicas of three natural fractures and a laboratory-developed tensile fracture of welded tuff from Yucca Mountain to test the graphical load-displacement analysis method proposed by Saeb (1989) and Amadei and Saeb (1990). Based on the results of shear tests conducted on several joint replicas under different levels of constant normal load ranging between 0.6 and 25.6 kips (2.7 and 113.9 kN), the shear behavior of joint replicas under constant normal stiffness ranging between 14.8 and 187.5 kips/in. (25.9 and 328.1 kN/cm) was predicted by using the graphical method. The predictions were compared to the results of actual shear tests conducted for the same range of constant normal stiffness. In general, a good agreement was found between the predicted and the observed shear behavior