Bearing capacity of interfering strip footings on rock mass
Author:
Affiliation:
1. Department of Civil Engineering, Indian Institute of Technology, Kharagpur, India
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1903091
Reference45 articles.
1. Ultimate Bearing Capacity of Rock Mass Foundations Subjected to Seepage Forces Using Modified Hoek–Brown Criterion
2. Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis
3. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand
4. Soil mechanics and plastic analysis or limit design
5. Finite element analysis of two nearby interfering asymmetric footings embedded in cohesionless foundation medium
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