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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) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Edwin T. Brown; Evert Hoek
    Publisher: American Society of Civil Engineers
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    Discussion: Influence of Axial Stress and Dilatancy on Rock Tunnel Stability 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Xiao-Dong Pan; Edwin T. Brown
    Publisher: American Society of Civil Engineers
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    Influence of Axial Stress and Dilatancy on Rock Tunnel Stability 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Xiao-Dong Pan; Edwin T. Brown
    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
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    Ground Response Curves for Rock Tunnels 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Edwin T. Brown; John W. Bray; Branko Ladanyi; Evert Hoek
    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 ...
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    Closure to “<i>Ground Response Curves for Rock Tunnels</i>” by Edwin T. Brown, John W. Bray, Branko Ladanyi, and Evert Hoek (January, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Edwin T. Brown; John W. Bray; Branko Ladanyi; Evert Hoek
    Publisher: American Society of Civil Engineers
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