A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests

When a soft ground is improvedby PVDs, consolidation takes place under the condition of drainage in both horizontal and vertical directions. Naturally, horizontal coefficient of consolidation (cr) is larger than the vertical coefficient of consolidation (cv) by a factor of 3 to 5. Thecvvalue is comm...

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主要作者: Trần, Quỳnh Giao
其他作者: Nguyen, Tien Dung
格式: Theses and Dissertations
語言:English
出版: 2020
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在線閱讀:http://repository.vnu.edu.vn/handle/VNU_123/93287
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機構: Vietnam National University, Hanoi
語言: English
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spelling oai:112.137.131.14:VNU_123-932872020-10-06T02:52:48Z A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests Trần, Quỳnh Giao Nguyen, Tien Dung ĐHQGHN - Trường Đại học Việt Nhật Nền đất yêu -- Cải tạo Hệ thống thoát nước 621 When a soft ground is improvedby PVDs, consolidation takes place under the condition of drainage in both horizontal and vertical directions. Naturally, horizontal coefficient of consolidation (cr) is larger than the vertical coefficient of consolidation (cv) by a factor of 3 to 5. Thecvvalue is commonly interpreted from consolidation test using incremental loading method [1].However, up to date, there have not been any similar standards for the consolidation test with horizontal drainage (using incremental loading method). The key goals of the research are: (1) determine the most reliable methods among the proposed methods for determining the horizontal coefficient of consolidation (cr) in the literature; (2) determine correlations between crvalues obtained from central drain (CD) test and peripheral drain (PD) test; (3) determine correlations between vertical coefficients of consolidation (cv) and radial crfor a number of test sites in Vietnam.A desk study is carried out to secure the following: (1) a literature review on equipment used for the test and existing methods used to evaluate the crvalue; (2) the thesis using data collected from the following sources literature review and test site in Vietnam.Overall, Themost reliable methods for determining the horizontal coefficient of consolidation (cr)is non-graphical method and the root t can be usedto determine theradial (horizontal) coefficient of consolidation (cr). cr,PDis less than the cr,CDby a factor of0.32to 0.64from intact samples and 0.33 to 0.58from remoldedsamples.crPDis larger than the cvby a factor of 0.90 to 2.33,crCDislargerthan the cvby a factor of 2.14 to 5.12from intactsamples.crPDis less than the cvby a factor of 0.35 to 1.01,crCDisless than the cvby a factor of 0.41 to 0.82from intact samples. Infrastructure Engineering 2020-09-03T02:09:16Z 2020-09-03T02:09:16Z 2020 Thesis Trần, Q. G. (2020). A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests. Master’s thesis, Vietnam National University, Hanoi 8900201.04 QTD http://repository.vnu.edu.vn/handle/VNU_123/93287 TR-G en 93 p. application/pdf
institution Vietnam National University, Hanoi
building VNU Library & Information Center
country Vietnam
collection VNU Digital Repository
language English
topic Nền đất yêu -- Cải tạo
Hệ thống thoát nước
621
spellingShingle Nền đất yêu -- Cải tạo
Hệ thống thoát nước
621
Trần, Quỳnh Giao
A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
description When a soft ground is improvedby PVDs, consolidation takes place under the condition of drainage in both horizontal and vertical directions. Naturally, horizontal coefficient of consolidation (cr) is larger than the vertical coefficient of consolidation (cv) by a factor of 3 to 5. Thecvvalue is commonly interpreted from consolidation test using incremental loading method [1].However, up to date, there have not been any similar standards for the consolidation test with horizontal drainage (using incremental loading method). The key goals of the research are: (1) determine the most reliable methods among the proposed methods for determining the horizontal coefficient of consolidation (cr) in the literature; (2) determine correlations between crvalues obtained from central drain (CD) test and peripheral drain (PD) test; (3) determine correlations between vertical coefficients of consolidation (cv) and radial crfor a number of test sites in Vietnam.A desk study is carried out to secure the following: (1) a literature review on equipment used for the test and existing methods used to evaluate the crvalue; (2) the thesis using data collected from the following sources literature review and test site in Vietnam.Overall, Themost reliable methods for determining the horizontal coefficient of consolidation (cr)is non-graphical method and the root t can be usedto determine theradial (horizontal) coefficient of consolidation (cr). cr,PDis less than the cr,CDby a factor of0.32to 0.64from intact samples and 0.33 to 0.58from remoldedsamples.crPDis larger than the cvby a factor of 0.90 to 2.33,crCDislargerthan the cvby a factor of 2.14 to 5.12from intactsamples.crPDis less than the cvby a factor of 0.35 to 1.01,crCDisless than the cvby a factor of 0.41 to 0.82from intact samples.
author2 Nguyen, Tien Dung
author_facet Nguyen, Tien Dung
Trần, Quỳnh Giao
format Theses and Dissertations
author Trần, Quỳnh Giao
author_sort Trần, Quỳnh Giao
title A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
title_short A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
title_full A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
title_fullStr A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
title_full_unstemmed A comparative study on the horizontal coefficient of consolidation (Cr) obtained from lab and field tests
title_sort comparative study on the horizontal coefficient of consolidation (cr) obtained from lab and field tests
publishDate 2020
url http://repository.vnu.edu.vn/handle/VNU_123/93287
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