Full-Match Approach to Determine the Coefficient of Vertical Consolidation from Incremental Loading Consolidation Tests-Reference-Cited by-同舟云学术

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Full-Match Approach to Determine the Coefficient of Vertical Consolidation from Incremental Loading Consolidation Tests

Published:2019-08-13 Issue:4 Volume:43 Page:20180326
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Chung S. G.¹,Park T. R.²,Kweon H. J.²

Affiliation:

1. Department of Civil Engineering, Dong-A University, #37, 550 Nakdong-daero, Busan 49315, Republic of Korea (Corresponding author), e-mail: sgchung@dau.ac.kr, https://orcid.org/0000-0002-4447-019X

2. Department of Civil Engineering, Dong-A University, #37, 550 Nakdong-daero, Busan 49315, Republic of Korea

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation;Archives of Computational Methods in Engineering;2024-07-04

2. Back-analysis of one-dimensional consolidation settlement;Acta Geotechnica;2023-06-22

3. Prediction of Three-Dimensional Consolidation Settlement: Observational Method and Its Applicability;International Journal of Geomechanics;2023-03

4. Some remarks on the pore water pressure dissipation patterns from the one-dimensional consolidation test;Archives of Civil Engineering;2022-09-15

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