QUESTION 4 The following figure represents a cross section through a long opening. The magnitudes of the plane c of the field stresses are o, = 13.75 MPa, o, = 19.25 MPa, Ty = 4.76 MPa, expressed relative to the ret shown.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
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QUESTION 4
The following figure represents a cross section through a long opening. The magnitudes of the plane components
of the field stresses are o,= 13.75 MPa, o, = 19.25 MPa, Ty = 4.76 MPa, expressed relative to the reference axes
!!
shown.
1. Calculate the maximum and minimum boundary stresses in the excavation perimeter, defining the locations
of the relevant points.
2. If the strength of the rock mass is defined by a maximum shear strength criterlon, and the shear strength is
20 MPa, estimate the extent of boundary failure, in terms of the angular range over the perimeter.
Transcribed Image Text:QUESTION 4 The following figure represents a cross section through a long opening. The magnitudes of the plane components of the field stresses are o,= 13.75 MPa, o, = 19.25 MPa, Ty = 4.76 MPa, expressed relative to the reference axes !! shown. 1. Calculate the maximum and minimum boundary stresses in the excavation perimeter, defining the locations of the relevant points. 2. If the strength of the rock mass is defined by a maximum shear strength criterlon, and the shear strength is 20 MPa, estimate the extent of boundary failure, in terms of the angular range over the perimeter.
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