A True Ko Apparatus and Its Features

碩士 === 逢甲大學 === 土木及水利工程研究所 === 82 === In general, we use tradtional consolidation ring at the labortary to analyze soil settlements of foundation. But, the Terzaghi's one-dimensional consolidation theory must maintain one-dimensional d...

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Main Authors: Hsieh, Der Cheng, 謝德成
Other Authors: Hsu, Tse Shan
Format: Others
Language:zh-TW
Published: 1994
Online Access:http://ndltd.ncl.edu.tw/handle/28716036786553731123
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spelling ndltd-TW-082FCU000170062016-02-10T04:08:57Z http://ndltd.ncl.edu.tw/handle/28716036786553731123 A True Ko Apparatus and Its Features 真Ko壓密儀及其特性的探討 Hsieh, Der Cheng 謝德成 碩士 逢甲大學 土木及水利工程研究所 82 In general, we use tradtional consolidation ring at the labortary to analyze soil settlements of foundation. But, the Terzaghi's one-dimensional consolidation theory must maintain one-dimensional draining and consolidation settlements. The diameter,thickness and the ratio of diameter to thickness must be limited. And the lateral deformations occurring during the consolidation test was not allowed. Therefore, the test results could not satisfy the one-dimensional theory. there have no papers mention about the lateral deformations and influnces causing by the traditional consolidation test. We took a view of the framework of the traditional consolidation aparatus first. After that, we calculated the lateral deformations and analyzed the excess pore water pressure of the test specimen. In wiew of the abov , a true Ko consolidation aparatus is proposed in this research. To demonstrate the differences of the test results of a true Ko consolidation test from a tradition one, six difference clayed soils were selected in this research. The empirical equations of compression index (Cc) an recompression index (Cr) deduced from the true Ko test results have wide difference from Terzaghi and Peck's. The compression index and recompression index of the tru Ko test are smaller than the traditional's. The maximum differences between them are 56.7% and 64.9%. Usually, the maximum past vertical effective stresses of the true Ko test are greater than the tradition's. And the coefficient of consolidation (Cv) is generally subjected to change irregularly with the change of the effective consolidation pressure. Thus, the obtained results from this research is not sufficient to give a certain conclusion for the influence of lateral deformation on the coefficient of consolidation. Hsu, Tse Shan 許澤善 1994 學位論文 ; thesis 107 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 逢甲大學 === 土木及水利工程研究所 === 82 === In general, we use tradtional consolidation ring at the labortary to analyze soil settlements of foundation. But, the Terzaghi's one-dimensional consolidation theory must maintain one-dimensional draining and consolidation settlements. The diameter,thickness and the ratio of diameter to thickness must be limited. And the lateral deformations occurring during the consolidation test was not allowed. Therefore, the test results could not satisfy the one-dimensional theory. there have no papers mention about the lateral deformations and influnces causing by the traditional consolidation test. We took a view of the framework of the traditional consolidation aparatus first. After that, we calculated the lateral deformations and analyzed the excess pore water pressure of the test specimen. In wiew of the abov , a true Ko consolidation aparatus is proposed in this research. To demonstrate the differences of the test results of a true Ko consolidation test from a tradition one, six difference clayed soils were selected in this research. The empirical equations of compression index (Cc) an recompression index (Cr) deduced from the true Ko test results have wide difference from Terzaghi and Peck's. The compression index and recompression index of the tru Ko test are smaller than the traditional's. The maximum differences between them are 56.7% and 64.9%. Usually, the maximum past vertical effective stresses of the true Ko test are greater than the tradition's. And the coefficient of consolidation (Cv) is generally subjected to change irregularly with the change of the effective consolidation pressure. Thus, the obtained results from this research is not sufficient to give a certain conclusion for the influence of lateral deformation on the coefficient of consolidation.
author2 Hsu, Tse Shan
author_facet Hsu, Tse Shan
Hsieh, Der Cheng
謝德成
author Hsieh, Der Cheng
謝德成
spellingShingle Hsieh, Der Cheng
謝德成
A True Ko Apparatus and Its Features
author_sort Hsieh, Der Cheng
title A True Ko Apparatus and Its Features
title_short A True Ko Apparatus and Its Features
title_full A True Ko Apparatus and Its Features
title_fullStr A True Ko Apparatus and Its Features
title_full_unstemmed A True Ko Apparatus and Its Features
title_sort true ko apparatus and its features
publishDate 1994
url http://ndltd.ncl.edu.tw/handle/28716036786553731123
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