On the Use and Interpretation of In Situ Load Tests in Weak Rock Masses

Author:

Asem Pouyan,Gardoni Paolo

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference142 articles.

1. Abu-Hejleh N, O’Neill MW, Hanneman D et al (2003) Improvement of the geotechnical axial design methodology for Colorado’s drilled shafts socketed in weak rocks. Colorado Department of Transportation, Denver

2. Agharazi A, Tannant DD, Martin CD (2012) Characterizing rock mass deformation mechanisms during plate load tests at the Bakhtiary dam project. Int J Rock Mech Min Sci 49(2012):1–11

3. AlKhafaji H, Imani M, Fahimifar A (2020) Ultimate bearing capacity of rock mass foundations subjected to seepage forces using modified Hoek-Brown criterion. Rock Mech Rock Eng 53:251–268

4. Allen DE (1975) Limit states design—a probabilistic study. Can J Civ Eng 2(1):36–49

5. Allen TM, Nowak AS, Bathurst RJ (2005) Calibration to determine load and resistance factors for geotechnical and structural design. Washington, DC

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