A framework to predict the load-settlement behavior of shallow foundations in a range of soils from silty clays to sands using CPT records-Reference-Cited by-同舟云学术

A framework to predict the load-settlement behavior of shallow foundations in a range of soils from silty clays to sands using CPT records

Published:2021-10-31 Issue: Volume: Page:
ISSN:1432-7643
Container-title:Soft Computing
language:en
Short-container-title:Soft Comput

Author:

MolaAbasi Hossein,Khajeh Aghileh,Chenari Reza Jamshidi^ORCID,Payan Meghdad

Publisher

Springer Science and Business Media LLC

Subject

Geometry and Topology,Theoretical Computer Science,Software

Link

https://link.springer.com/content/pdf/10.1007/s00500-021-06485-8.pdf

Reference41 articles.

1. Ahmed SI, Siddiqua S (2016) Compressibility behavior of soils: a statistical approach. Geotech Geol Eng 34(6):2063–2070

2. Al-Shamrani MA (2005) Applying the hyperbolic method and C /Cc concept for settlement prediction of complex organic-rich soil formations. Eng Geol 77(1–2):17–34

3. Amar S, Baguelin F, Canepa Y, Frank R (1998) New design rules for the bearing capacity of shallow foundations based on Ménard pressuremeter tests. In: Geotechnical site characterization. pp 727–733.

4. Bowles LE (1996) Foundation analysis and design. McGraw-hill, New York

5. Briaud JL (2007) Spread footings in sand: load settlement curve approach. J Geotech Geoenviron Eng 133(8):905–920

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