Target Reliability Based Design of Foundations on Jointed Rock Masses with Two Sets of Discontinuities-Reference-Cited by-同舟云学术

Target Reliability Based Design of Foundations on Jointed Rock Masses with Two Sets of Discontinuities

Published:2021-05-06 Issue: Volume: Page:
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Container-title:IFCEE 2021
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Author:

Munwar Basha B.¹²³⁴⁵,Chandrakanth K.¹²³⁴⁵,Baig Moghal Arif Ali¹²³⁴⁵,Ashfaq Mohammed¹²³⁴⁵,Baig Moghal Afzal Ali¹²³⁴⁵

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sanga Reddy, India.

2. Formerly, M.Tech. Student, Dept. of Civil Engineering, Indian Institute of Technology, New Delhi, India.

3. Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Warangal.

4. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Warangal.

5. Professor, Dept. of Civil Engineering, Aalim Muhammed Salegh College of Engineering, Chennai, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483404.035

Reference13 articles.

1. Correlation between uniaxial compressive strength and point load index for salt-range rocks;Akram M.;Pak. J. Engg. & Appl. Sci,2007

2. Optimum Design for External Seismic Stability of Geosynthetic Reinforced Soil Walls: Reliability Based Approach

3. Basha B. M. Chandrakanth K. and Moghal A. A. B. (2016). Lower bound bearing capacity of strip footings on jointed rock masses: a reliability-based approach. In: Fourth Geo-China International Conference July 25–27 2016 Shandong China ASCE Geotechnical Special Publication: 267: 67-74.

4. Basha B. M. Chandrakanth K. and Moghal A. A. B. (2015). Allowable bearing capacity of strip footings on jointed rock masses: a reliability based approach. In Proc. International Foundations Congress and Equipment Expo 2015 San Antonio Texas. 2015 March 17–21 1-10.

5. THE LATERAL PRESSURE AND RESISTANCE OF CLAY AND THE SUPPORTING POWER OF CLAY FOUNDATIONS.