Preliminary analyses of an innovative soil improving system by sand/gravel injections–Geotechnical and geophysical characterization of a first test site-Reference-Cited by-同舟云学术

Preliminary analyses of an innovative soil improving system by sand/gravel injections–Geotechnical and geophysical characterization of a first test site

Published:2021-11 Issue: Volume:293 Page:106278
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Comina C.,Mandrone G.,Arato A.,Chicco J.,Duò E.,Vacha D.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. The composer – a method to improve characteristics of soft clays by inclusions of large diameter sand columns;Aboshi,1979

2. Mitigation of liquefaction and associated ground deformations by stone columns;Adalier;Eng. Geol.,2004

3. The first Italian blast-induced liquefaction test (Mirabello, Emilia-Romagna, Italy): description of the experiment and preliminary results;Amoroso;Ann. Geophys.,2017

4. Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study;Amoroso;Eng. Geol.,2020

5. Geomorphology of the Central Po Plain, Northern Italy;Castaldini;J Maps,2019

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