Mechanical behavior of embankments overlying on loose subgrade stabilized by deep mixed columns-Reference-Cited by-同舟云学术

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Mechanical behavior of embankments overlying on loose subgrade stabilized by deep mixed columns

Published:2016-10 Issue:5 Volume:8 Page:651-659
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Esmaeili Morteza^ORCID,Khajehei Hamid

Funder

Iran Transportation Research Institute

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Standard test method for bearing capacity of soil for static load and spread footings;ASTM D1194,2003

2. Test method for density and unit weight of soil in place by sand-cone method;ASTM D1556,2007

3. Test method for direct shear test of soils under consolidated drained conditions;ASTM D3080,2006

4. Standard test method for particle-size analysis of soils;ASTM D422-63,2007

5. Test method for maximum index density and unit weight of soils using a vibratory table;ASTM D4253,2006

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1. Influence of mixing time and execution procedure on strength characteristics of improved sand using deep soil mixing (DSM) method;Construction and Building Materials;2024-10

2. Study on static characteristics of a novel prestress-reinforced railway subgrade;Railway Engineering Science;2024-08-30

3. A new method for predicting consolidation settlements of soft ground based on monitoring results;Archives of Civil Engineering;2024-06-18

4. Laboratory modelling of stiffened deep mixing columns with variable diameter under vertical load in loose sand;International Journal of Geotechnical Engineering;2024-04-26

5. Field measurement and CPT-based settlement prediction of existing railway subgrade reinforced by battered helical piles with grouted shafts;Transportation Geotechnics;2024-03

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