Assume a shallow foundation needs to be designed on a greywacke sandstone, whose failure experimental data...
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Assume a shallow foundation needs to be designed on a greywacke sandstone, whose failure experimental data was shown as an example in the class (figure below). Calculate the bearing capacity (g) for a strip footing: a) for homogeneous, discontinuous rock mass with the UCS strength is qu=180 MPa (15 pt) b) assuming rock fractures under the foundation (15 pt) c) which approach a or b would you use in the final design and why? (10 pt) 1 8 8 T 8 2 19 10 용 -Peak strength Φε Minimum envelope to Mohr's circles in postpeak sliding 20 30 40 50 60 , MP Assume a shallow foundation needs to be designed on a greywacke sandstone, whose failure experimental data was shown as an example in the class (figure below). Calculate the bearing capacity (g) for a strip footing: a) for homogeneous, discontinuous rock mass with the UCS strength is qu=180 MPa (15 pt) b) assuming rock fractures under the foundation (15 pt) c) which approach a or b would you use in the final design and why? (10 pt) 1 8 8 T 8 2 19 10 용 -Peak strength Φε Minimum envelope to Mohr's circles in postpeak sliding 20 30 40 50 60 , MP Assume a shallow foundation needs to be designed on a greywacke sandstone, whose failure experimental data was shown as an example in the class (figure below). Calculate the bearing capacity (g) for a strip footing: a) for homogeneous, discontinuous rock mass with the UCS strength is qu=180 MPa (15 pt) b) assuming rock fractures under the foundation (15 pt) c) which approach a or b would you use in the final design and why? (10 pt) 1 8 8 T 8 2 19 10 용 -Peak strength Φε Minimum envelope to Mohr's circles in postpeak sliding 20 30 40 50 60 , MP Assume a shallow foundation needs to be designed on a greywacke sandstone, whose failure experimental data was shown as an example in the class (figure below). Calculate the bearing capacity (g) for a strip footing: a) for homogeneous, discontinuous rock mass with the UCS strength is qu=180 MPa (15 pt) b) assuming rock fractures under the foundation (15 pt) c) which approach a or b would you use in the final design and why? (10 pt) 1 8 8 T 8 2 19 10 용 -Peak strength Φε Minimum envelope to Mohr's circles in postpeak sliding 20 30 40 50 60 , MP
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The Cere Claim of the question is to bearing Capsaty oper a Ship Calculate Faeting CA grey w... View the full answer
Related Book For
Basic Technical Mathematics
ISBN: 9780137529896
12th Edition
Authors: Allyn J. Washington, Richard Evans
Posted Date:
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