Experimental and Numerical Modeling of Bearing Capacity of Foundations on Soft Clay Stabilized with Granular Material
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-021-00334-2.pdf
Reference61 articles.
1. Lawton EC (2001) Section 6A “Soil Improvement and Stabilization”, Practical Foundation Engineering Handbook. McGraw-Hill, New York
2. Han J (2015) Principles and practice of ground improvement. Wiley, New York
3. Madhav MR, Vitkar PP (1978) Strip footing on weak clay stabilized with a granular trench or pile. Can Geotech J 15:600–605. https://doi.org/10.1139/t78-066
4. Abhishek SV, Rajyalakshmi K, Madhav MR (2014) Bearing capacity of strip footing on reinforced foundation bed over soft ground with granular trench. Indian Geotech J 45:304–317. https://doi.org/10.1007/s40098-014-0138-y
5. Michalowski RL, Shi L (1995) Bearing capacity of footings over two-layer foundation soils. J Geotech Eng 121:421–428. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:5(421)
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