Evaluation of deformation modulus of cemented sand using CPT and DMT-Reference-Cited by-同舟云学术

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Evaluation of deformation modulus of cemented sand using CPT and DMT

Published:2010-09 Issue:1-2 Volume:115 Page:28-35
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Lee Moon-Joo,Hong Sung-Jin,Choi Young-Min,Lee Woojin

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Cone penetration tests on artificially cemented sands;Akili,1988

2. Interpretation of CPTs and CPTUs; Second part: Drained penetration of sands;Baldi,1986

3. Stiffness of sands from CPT, SPT and DMT;Baldi,1988

4. The cone penetration test in sands: part I. State parameter interpretation;Been;Geotechnique,1986

5. Stiffness of Toyoura sand from dilatometer tests;Bellotti;J. Geotech. Geoenviron. Eng.,1997

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1. Numerical study on microscopic behaviour of non-crushable cemented granular media subjected to direct shear test;International Journal of Geotechnical Engineering;2024-01-02

2. Application of CPT test in the evaluation of the test effect of lime soil compacting pile;Vibroengineering PROCEDIA;2023-05-18

3. Site observations of weathered granitic soils subjected to cementation and partial drainage using SCPTU;Journal of Rock Mechanics and Geotechnical Engineering;2023-04

4. Estimation of the detection distances of CPT resistance;Engineering Geology;2023-02

5. Arid soils;ICE Manual of Geotechnical Engineering, Second edition, Volume I;2023-01

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