Finite element method simulation of explosive compaction in saturated loose sandy soils

Author:

Esmaeili M.,Tavakoli B.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference50 articles.

1. LaFosse U, Gelormino TA. Soil‎ improvement‎ by‎ deep‎ blasting‎ – a‎ case‎ study. In: Proceedings of the 17th annual symp. on explosives and blasting technique, vol. 1, Las Vegas: International Society of Explosive Engineers,; 1991. p. 205–13.

2. Time dependent strength gain in freshly deposited or densified sand;Mitchell;J Geotech Eng,1984

3. CPT-based evaluation of blast densification (BD) performance in loose deposits with settlement and resistance considerations;Eslami;Geotech Geol Eng,2015

4. Ground improvement;Moseley,2004

5. Evaluating ground improvement after blast densification: performance at the Oakridge Landfill;Finno;J Geotech Geoenviron Eng,2016

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