Liquefaction Resistance and Cyclic Response of Air Injected-Desaturated Sandy Soil-Reference-Cited by-同舟云学术

Liquefaction Resistance and Cyclic Response of Air Injected-Desaturated Sandy Soil

Published:2021-09-29 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Chavan Dhanaji^ORCID,Sitharam Thallak G.^ORCID,Anbazhagan P.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-021-01996-5.pdf

Reference52 articles.

1. ASTM:D5311/D5311M-13 (2013) Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil. doi: https://doi.org/10.1520/D5311.

2. Black D, Lee K (1973) Saturating laboratory samples by back pressure. Journal of Soil Mechanics & Foundations Div 99(SM1):75–95

3. Booker, J. R., Rahman, M. S. and Seed, H. B. (1976) GADFLEA: A computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading Berkeley: Earthquake Engineering Center, University of California.

4. Boominathan A, Hari S (2002) Liquefaction strength of fly ash reinforced with randomly distributed fibers. Soil Dyn Earthq Eng 22:1027–1033

5. Celestino V, Kenneth H (2012) Seismic measurements in sand specimens with varying degrees of saturation using piezoelectric transducers. Can Geotech J 685(152):671–685. https://doi.org/10.1139/T2012-033

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