Maximum dry density test to quantify pumice content in natural soils-Reference-Cited by-同舟云学术

Maximum dry density test to quantify pumice content in natural soils

Published:2019-04 Issue:2 Volume:59 Page:532-543
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Asadi M.S.,Orense R.P.^ORCID,Asadi M.B.,Pender M.J.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. Undrained cyclic behavior of reconstituted natural pumiceous sands;Asadi;J. Geotech. Geoenviron. Eng.,2018

2. Post-liquefaction behavior of natural pumiceous sands;Asadi;Soil Dyn. Earthquake Eng.,2019

3. ASTM International (2000). ASTM D4253: Standard test methods for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, Unites States.

4. Maximum and minimum void ratio characteristics of sands;Cubrinovski;Soils Found.,2002

5. Crushing of soil particles;Hardin;J. Geotech. Eng., ASCE,1985

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2. Liquefaction resistance of soils with differing pumice content;Japanese Geotechnical Society Special Publication;2024

3. Comparison between numerical analysis and experiment for the dry density and shear resistance variations with different depths (groundwater level variations);Geology, Ecology, and Landscapes;2023-12-04

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5. Monotonic and cyclic undrained behaviour and liquefaction resistance of pumiceous, non-plastic sandy silt;Soil Dynamics and Earthquake Engineering;2023-05