The bearing capacity of shallow foundations resting on a modified Hoek-Brown rock mass is investigated within the framework of the kinematic approach of limit analysis theory. At the rock material nivel, closed-form expressions are obtained for the support functions of the rock failure criterion. Th
✦ LIBER ✦
Bearing Capacity of Shallow Foundations in Anisotropic Non-Hoek–Brown Rock Masses
✍ Scribed by Singh, Mahendra; Rao, K. Seshagiri
- Book ID
- 120286581
- Publisher
- American Society of Civil Engineers
- Year
- 2005
- Tongue
- English
- Weight
- 243 KB
- Volume
- 131
- Category
- Article
- ISSN
- 1090-0241
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