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Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area

Identifieur interne : 000323 ( Main/Exploration ); précédent : 000322; suivant : 000324

Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area

Auteurs : Hirochika Hayashi [Japon] ; Nobutaka Yamazoe [Japon] ; Toshiyuki Mitachi [Japon] ; Hiroyuki Tanaka [Japon] ; Satoshi Nishimoto [Japon]

Source :

RBID : Pascal:13-0069339

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English descriptors

Abstract

Peat, which is widely distributed in Hokkaido, is a very soft and problematic soil. To perform an elasto-plastic Finite Element (FE) analysis, it is important to accurately determine the initial stress conditions, and among them, the value of the coefficient of earth pressure at rest (K0 value) is particularly important. A K0-consolidation test using triaxial testing apparatus and a flat dilatometer were performed to investigate the K0 value for peat ground in Hokkaido, Japan. It was found that the K0 value for normally consolidated peat and organic clay (K0NC) decreases with an increase in the ignition loss. The K0 value for overconsolidated peat and organic clay (K0OC) is more strongly dependent on the over consolidation ratio (OCR) than that of usual inorganic clay. That is, it is known that Kooc is empirically related to K0NC, as expressed by K0OC=K0NCOCRm, and in peat and organic clay the power of m increases with their ignition loss. An experimental equation to estimate K0 using a flat dilatometer for peat ground is also proposed.


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Le document en format XML

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<name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
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<title xml:lang="en" level="a">Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area</title>
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<name sortKey="Hayashi, Hirochika" sort="Hayashi, Hirochika" uniqKey="Hayashi H" first="Hirochika" last="Hayashi">Hirochika Hayashi</name>
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<name sortKey="Yamazoe, Nobutaka" sort="Yamazoe, Nobutaka" uniqKey="Yamazoe N" first="Nobutaka" last="Yamazoe">Nobutaka Yamazoe</name>
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<name sortKey="Mitachi, Toshiyuki" sort="Mitachi, Toshiyuki" uniqKey="Mitachi T" first="Toshiyuki" last="Mitachi">Toshiyuki Mitachi</name>
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<name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
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<name sortKey="Nishimoto, Satoshi" sort="Nishimoto, Satoshi" uniqKey="Nishimoto S" first="Satoshi" last="Nishimoto">Satoshi Nishimoto</name>
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<term>Compression test</term>
<term>Dilatometry</term>
<term>Earth pressure</term>
<term>Elastoplasticity</term>
<term>Finite element method</term>
<term>Hokkaido</term>
<term>In situ test</term>
<term>Laboratory test</term>
<term>Organic clay</term>
<term>Overconsolidated soil</term>
<term>Peat</term>
<term>Performance evaluation</term>
<term>Property of soil</term>
<term>Site analysis</term>
<term>Soil consolidation</term>
<term>Soil test</term>
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<term>Sol surconsolidé</term>
<term>Tourbe</term>
<term>Essai sol</term>
<term>Poussée terre</term>
<term>Hokkaïdo</term>
<term>Dilatométrie</term>
<term>Consolidation sol</term>
<term>Argile organique</term>
<term>Evaluation performance</term>
<term>Elastoplasticité</term>
<term>Méthode élément fini</term>
<term>Caractéristique sol</term>
<term>Analyse site</term>
<term>Essai compression</term>
<term>Compression triaxiale</term>
<term>Essai laboratoire</term>
<term>Essai en place</term>
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<front>
<div type="abstract" xml:lang="en">Peat, which is widely distributed in Hokkaido, is a very soft and problematic soil. To perform an elasto-plastic Finite Element (FE) analysis, it is important to accurately determine the initial stress conditions, and among them, the value of the coefficient of earth pressure at rest (K
<sub>0</sub>
value) is particularly important. A K
<sub>0</sub>
-consolidation test using triaxial testing apparatus and a flat dilatometer were performed to investigate the K
<sub>0</sub>
value for peat ground in Hokkaido, Japan. It was found that the K
<sub>0</sub>
value for normally consolidated peat and organic clay (K
<sub>0NC</sub>
) decreases with an increase in the ignition loss. The K
<sub>0</sub>
value for overconsolidated peat and organic clay (K
<sub>0OC</sub>
) is more strongly dependent on the over consolidation ratio (OCR) than that of usual inorganic clay. That is, it is known that K
<sub>ooc</sub>
is empirically related to K
<sub>0NC</sub>
, as expressed by K
<sub>0OC</sub>
=K
<sub>0NC</sub>
OCR
<sup>m</sup>
, and in peat and organic clay the power of m increases with their ignition loss. An experimental equation to estimate K
<sub>0</sub>
using a flat dilatometer for peat ground is also proposed.</div>
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<name sortKey="Hayashi, Hirochika" sort="Hayashi, Hirochika" uniqKey="Hayashi H" first="Hirochika" last="Hayashi">Hirochika Hayashi</name>
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<name sortKey="Mitachi, Toshiyuki" sort="Mitachi, Toshiyuki" uniqKey="Mitachi T" first="Toshiyuki" last="Mitachi">Toshiyuki Mitachi</name>
<name sortKey="Nishimoto, Satoshi" sort="Nishimoto, Satoshi" uniqKey="Nishimoto S" first="Satoshi" last="Nishimoto">Satoshi Nishimoto</name>
<name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
<name sortKey="Yamazoe, Nobutaka" sort="Yamazoe, Nobutaka" uniqKey="Yamazoe N" first="Nobutaka" last="Yamazoe">Nobutaka Yamazoe</name>
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