An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils-Reference-Cited by-同舟云学术

An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils

Published:2022-10 Issue:10 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mele L.¹,Lirer S.²,Flora A.³^ORCID

Affiliation:

1. Dept. of Civil, Environmental and Architectural Engineering, Univ. of Napoli Federico II, Via Claudio, 21 Napoli, Naples 80125, Italy (corresponding author).

2. Dept. of Science Engineering, Univ. of Rome Guglielmo Marconi, Via Plinio 44, Rome 00193, Italy.

3. Dept. of Civil, Environmental and Architectural Engineering, Univ. of Napoli Federico II, Via Claudio, 21 Napoli, Naples 80125, Italy. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002881

Reference31 articles.

1. Estudio en laboratorio sobre licuefacción de arena parcialmente saturada

2. Barden L. and G. R. Sides. 1967. “The diffusion of air through the pore water of soils.” In Vol. I of Proc. 3rd Asian Reg. Conf. on Soil Mechanics Foundation Engineering 135–138. Jerusalem Israel: Jerusalem Academic Press.

3. Chaney R. C. 1978. “Saturation effects on the cyclic strength of sands.” In Proc. ASCE Geotechnical Engineering Division Specialty Conf. 342–358. Reston VA: ASCE.

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

5. Liquefaction Response of Partially Saturated Sands. I: Experimental Results

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