Evaluation of overconsolidation ratios from laboratory and in situ tests on Busan clay-Reference-Cited by-同舟云学术

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Evaluation of overconsolidation ratios from laboratory and in situ tests on Busan clay

Published:2015-12 Issue: Volume:199 Page:38-47
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Singh V.K.,Chung S.G.

Funder

Korea Science and Engineering Foundation

MEST

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Standard test methods for one-dimensional consolidation properties of soils using incremental loading;ASTM D 2435-04,2007

2. Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading;ASTM D 4186-06,2007

3. Standard test method for performing electronic friction cone and piezocone penetration testing of soils;ASTM D 5778-95,2007

4. Standard test method for performing the flat plate dilatometer;ASTM D 6635-01,2001

5. Estimating in-situ maximum past preconsolidation pressure of saturated clays from results of laboratory consolidometer tests;Brumund,1976

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1. Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation;Computers and Geotechnics;2024-11

2. Indirect evaluation of the shear wave velocity of clays via piezocone penetration tests;GEOMECH ENG;2022

3. Friction angle and overconsolidation ratio of soft clays from cone penetration test;Engineering Geology;2020-09

4. APPLICABILITY OF SHANSEP METHOD IN EVALUATION OF PRECONSOLIDATION PRESSURE;Elektronički časopis građevinskog fakulteta Osijek;2020-07-31

5. Full-Match Approach to Determine the Coefficient of Vertical Consolidation from Incremental Loading Consolidation Tests;Geotechnical Testing Journal;2019-08-13

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