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Discussion of “<i>Determination of the Shear Failure Envelope in Rock Masses</i>” by Roberto Ucar (March, 1986, Vol. 112, No. 3)
Publisher: American Society of Civil Engineers
Discussion: Influence of Axial Stress and Dilatancy on Rock Tunnel Stability
Publisher: American Society of Civil Engineers
Influence of Axial Stress and Dilatancy on Rock Tunnel Stability
Publisher: American Society of Civil Engineers
Abstract: In many existing elastoplastic plane-strain solutions for a circular tunnel excavated in a homogeneous, isotropic rock mass under a hydrostatic stress field, the longitudinal axial stress (or the out-of-plane stress) σ
Ground Response Curves for Rock Tunnels
Publisher: American Society of Civil Engineers
Abstract: Calculations of support pressure—tunnel convergence relationships, or ground response curves are used to improve understanding or rocksupport interaction and to aid in the dimensioning of tunnel support elements. Methods ...
Closure to “<i>Ground Response Curves for Rock Tunnels</i>” by Edwin T. Brown, John W. Bray, Branko Ladanyi, and Evert Hoek (January, 1983)
Publisher: American Society of Civil Engineers