Influence of non-plastic fine on static iquefaction and undrained monotonic behavior of sandy gravel

Author:

Rahmani Hamidreza,Abolhasan Naeini Seyed

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Behavior of stratified sand-silt-gravel composites under seismic liquefaction conditions;Amini;Soil Dyn. Earthq. Eng.,1999

2. Andrus, R.D., 1986. Geotechnical evaluation of a liquefaction induced lateral spread, Thousands Springs Valley Idaho. In: Proc. 22nd Ann. Symp. Eng. Geol. Soils Eng.

3. Posttesting correction procedure for membrane compliance effects on pore pressure;Ansal;J. Geotech. Eng.,1996

4. ASTM D4253, 2016. Standard test methods for maximum index density and unit weight of soils using a vibratory table. Am. Soc. Test. Mater. https://doi.org/10.1520/D4253-14.

5. ASTM D4254, 2016. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. Am. Soc. Test. Mater. https://doi.org/10.1520/D4254-00R06E01.1.3.

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