Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils

Author:

Boiko Igor L.,Alhassan Musa

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference26 articles.

1. Das, B.M., 1999. Shallow Foundations – Bearing Capacity and Settlement. CRC Press LLC, USA. 354 p.

2. Das, B.M., 2010. Principles of Foundation Engineering. 7th edition. CL Engineering, 816 p.

3. Shakiba rad, S., Heshmati, A.A., and Salehzadeh, H., 2011. Application of Adaptive Neuro-Fuzzy Inference System (ANFIS) to Predict the Ultimate Bearing Capacity of Shallow Foundation on Cohesionless Soil, Electronic Journal of Geotechnical Engineering (EJGE) 16, Bund. S, USA, pp. 1459-1469.

4. EAG. 2012. Guidance on Detailed Engineering Evaluation of Non-residential buildings- Part 3 Technical Guidance Section 5 – Foundations. Engineering Advisory Group (EAG), Ministry of Business, Innovation and Employment (MBIE), New Zealand, p. 1.

5. Fellenius, B.H., and Altaee, A., 1994. “Stress and Settlement of Footings in Sand”, Proceedings of the American Society of Civil Engineers, ASCE, Conference on Vertical and Horizontal Deformations for Foundations and Embankments, Geotechnical Special Publication, GSP, No. 40, College Station, TX, June 16-18, Vol. 2, pp. 1760-1773.

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