By Charles Fairhurst; John A Hudson
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33. 34. 29 Habib P. and Bernaix, J. La fissuration des roches. In Proc. 1st Int. Congr. Rock Mech. Lisbon, Portugal, vol. 1, pp. 1 85-190 ( 1966). Lang T. , Bischoff J. A. and Wagner P. L. A program plan for determining optimum roof bolt tension. In Theory and Application of Rock Reinforcement Systems in Coal Mines, vol. 1, pp. 1 55-159. S. Bureau of Mines, Contract No. 10285006 ( 1979). Itasca Consulting Group, Inc. 2. Thresher Square East, Minneapolis, Minnesota, USA (1992). Rankine W. J. M. A Manual of Civil Engineering (Revised by W.
It is assumed that the material is fully disturbed under the critical state. The deviation of the observed response from the reference responses represents the 'disturbance', which can be due to factors such as nonassociativeness, induces anisotropy and microcracking causing strain-softening. Thus the DSC concept involves the damage and strain-softening as special cases. Ri = intact response and Res = critical response. The DSC concept has been developed for solid geological (soil) materials and is described in various references [38, 39, 43, 44, 46, 47].
During cyclic loading, and y is a function of R. DISTURBED STATE CONCEPT The disturbed state concept (DSC) is based on the idea that the observed or measured response of a material can be expressed in terms of its responses with respect to basic reference states such as the intact response, and the critical state response (Figure 5). The intact response is dependent upon factors such as initial density and confinement and approaches the ultimate state corresponding to the densest state of the material.
Analysis and design methods by Charles Fairhurst; John A Hudson