Experimental and numerical study for the optimization of bottom of foundation shapes on soft soils-Reference-Cited by-同舟云学术

Experimental and numerical study for the optimization of bottom of foundation shapes on soft soils

Published:2021-02-18 Issue:2 Volume:6 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Salem Tarek N.^ORCID,El-Sakhawy Nagwa R.,El-Latief Ahmed A.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

https://link.springer.com/content/pdf/10.1007/s41062-021-00455-7.pdf

Reference8 articles.

1. Nagaraj TS, Miura N (2001) Soft clay behavior analysis and assessment. A.A. Balkema, Rotterdam

2. Abdel-Rahman MM (1996) Geotechnical behavior of shell foundations. Ph. D. Thesis, Civil Engineering, Concordia University, Montreal, Quebec

3. Esmaili D, Hataf N (2008) Experimental and numerical investigation of ultimate load capacity of shell foundations on reinforced and unreinforced sand. Iran J Sci Technol Trans B Eng 32(B5):491–500

4. Alhassan M, Boiko IL (2013) Experimental study of the effect of foundation shape on settlement and bearing capacity of soils. Int J Eng Technol 3(2):108–114

5. Kurian NP, Devaki VM (2005) Analytical studies on the geotechnical performance of shell foundations. Can Geotech J 42(2):562–573

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