Evolution of relative density and shear wave velocity in non-compacted embankment layers: Geological long-term monitoring-Reference-Cited by-同舟云学术

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Evolution of relative density and shear wave velocity in non-compacted embankment layers: Geological long-term monitoring

Published:2024-10 Issue: Volume:340 Page:107674
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Kim Namsun,Lee Jong-Sub,Park Geunwoo,Yoo Younggeun,Park Junghee

Funder

National Research Foundation of Korea

Ministry of Science, ICT and Future Planning

Publisher

Elsevier BV

Reference55 articles.

1. Uncertainty analysis of relative density;Achintya;J. Geotech. Eng. Div. ASCE,1979

2. Standard Test Methods for Maximum Index Density and Unit Weight of Soils using a Vibratory Table,2021

3. ASTM D6951/D6951M-18, 2018. Standard test method for use of the dynamic cone penetrometer in shallow pavement applications.

4. ASTM D2435, 2020. Standard test methods for one-dimensional consolidation properties of soils using incremental loading.

5. Standard Test Methods for Minimum Index Density and Unit Weight of Soil and Calculation of Relative Density,2016

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