OcrV1, PascalFrancis, Corpus, bibRecord, 000281

New structure-based model for estimating undrained shear strength

Identifieur interne : 000281 ( PascalFrancis/Corpus ); précédent : 000280; suivant : 000282

New structure-based model for estimating undrained shear strength

Auteurs : Ozer Cinicioglu ; Dobroslav Znidarcic ; Hon-Yim Ko

Source :

Journal of geotechnical and geoenvironmental engineering [ 1090-0241 ] ; 2007.

RBID : Pascal:08-0255282

Descripteurs français

Pascal (Inist)
- Essai sol, Argile, Sol surconsolidé, Essai non drainé, Fraction vide, Essai pénétration, Pression eau, Pression pores.

English descriptors

KwdEn :
- Clay, Overconsolidated soil, Penetration test, Pore pressure, Soil test, Undrained soil test, Void fraction, Water pressure.

Abstract

This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S_u) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S_u space, which is identified as a "structural state capacity surface" since it relates the anisotropic structure to structure inherent capacity and properties. A new function for the estimation of excess pore pressure (u_ex) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S_u-e-OCR and u_ex-e-OCR relationships, it estimates the void ratio and OCR profiles of anisotropic clays from piezocone penetration test results.

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A01	`01`	`1`		`@0 1090-0241`
A03		`1`		`@0 J. geotech. geoenviron. eng.`
A05				`@2 133`
A06				`@2 10`
A08	`01`	`1`	`ENG`	`@1 New structure-based model for estimating undrained shear strength`
A11	`01`	`1`		`@1 CINICIOGLU (Ozer)`
A11	`02`	`1`		`@1 ZNIDARCIC (Dobroslav)`
A11	`03`	`1`		`@1 KO (Hon-Yim)`
A14	`01`			`@1 Dept. of Civil Engineering, Bogazici Univ @2 Bebek, Istanbul, 34342 @3 TUR @Z 1 aut.`
A14	`02`			`@1 Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado @2 Boulder, CO 80309 @3 USA @Z 2 aut. @Z 3 aut.`
A20				`@1 1290-1301`
A21				`@1 2007`
A23	`01`			`@0 ENG`
A43	`01`			`@1 INIST @2 572C @5 354000160873640100`
A44				`@0 0000 @1 © 2008 INIST-CNRS. All rights reserved.`
A45				`@0 1/2 p.`
A47	`01`	`1`		`@0 08-0255282`
A60				`@1 P`
A61				`@0 A`
A64	`01`	`1`		`@0 Journal of geotechnical and geoenvironmental engineering`
A66	`01`			`@0 USA`
C01	`01`		`ENG`	@0 This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S_u) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S_u space, which is identified as a "structural state capacity surface" since it relates the anisotropic structure to structure inherent capacity and properties. A new function for the estimation of excess pore pressure (u_ex) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S_u-e-OCR and u_ex-e-OCR relationships, it estimates the void ratio and OCR profiles of anisotropic clays from piezocone penetration test results.
C02	`01`	`X`		`@0 001D14F01`
C02	`02`	`X`		`@0 295`
C03	`01`	`X`	`FRE`	`@0 Essai sol @5 01`
C03	`01`	`X`	`ENG`	`@0 Soil test @5 01`
C03	`01`	`X`	`SPA`	`@0 Ensayo suelo @5 01`
C03	`02`	`X`	`FRE`	`@0 Argile @5 02`
C03	`02`	`X`	`ENG`	`@0 Clay @5 02`
C03	`02`	`X`	`SPA`	`@0 Arcilla @5 02`
C03	`03`	`X`	`FRE`	`@0 Sol surconsolidé @2 NT @5 03`
C03	`03`	`X`	`ENG`	`@0 Overconsolidated soil @2 NT @5 03`
C03	`03`	`X`	`SPA`	`@0 Suelo sobreconsolidado @2 NT @5 03`
C03	`04`	`X`	`FRE`	`@0 Essai non drainé @5 04`
C03	`04`	`X`	`ENG`	`@0 Undrained soil test @5 04`
C03	`04`	`X`	`SPA`	`@0 Prueba suelo no drenado @5 04`
C03	`05`	`X`	`FRE`	`@0 Fraction vide @5 05`
C03	`05`	`X`	`ENG`	`@0 Void fraction @5 05`
C03	`05`	`X`	`SPA`	`@0 Fracción vacío @5 05`
C03	`06`	`X`	`FRE`	`@0 Essai pénétration @5 06`
C03	`06`	`X`	`ENG`	`@0 Penetration test @5 06`
C03	`06`	`X`	`SPA`	`@0 Ensayo penetración @5 06`
C03	`07`	`X`	`FRE`	`@0 Pression eau @5 07`
C03	`07`	`X`	`ENG`	`@0 Water pressure @5 07`
C03	`07`	`X`	`SPA`	`@0 Presión agua @5 07`
C03	`08`	`X`	`FRE`	`@0 Pression pores @5 08`
C03	`08`	`X`	`ENG`	`@0 Pore pressure @5 08`
C03	`08`	`X`	`SPA`	`@0 Presión poros @5 08`
N21				`@1 162`
N44	`01`			`@1 PSI`
N82				`@1 PSI`

Format Inist (serveur)

NO :	PASCAL 08-0255282 INIST
ET :	New structure-based model for estimating undrained shear strength
AU :	CINICIOGLU (Ozer); ZNIDARCIC (Dobroslav); KO (Hon-Yim)
AF :	Dept. of Civil Engineering, Bogazici Univ/Bebek, Istanbul, 34342/Turquie (1 aut.); Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado/Boulder, CO 80309/Etats-Unis (2 aut., 3 aut.)
DT :	Publication en série; Niveau analytique
SO :	Journal of geotechnical and geoenvironmental engineering; ISSN 1090-0241; Etats-Unis; Da. 2007; Vol. 133; No. 10; Pp. 1290-1301; Bibl. 1/2 p.
LA :	Anglais
EA :	This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S_u) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S_u space, which is identified as a "structural state capacity surface" since it relates the anisotropic structure to structure inherent capacity and properties. A new function for the estimation of excess pore pressure (u_ex) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S_u-e-OCR and u_ex-e-OCR relationships, it estimates the void ratio and OCR profiles of anisotropic clays from piezocone penetration test results.
CC :	001D14F01; 295
FD :	Essai sol; Argile; Sol surconsolidé; Essai non drainé; Fraction vide; Essai pénétration; Pression eau; Pression pores
ED :	Soil test; Clay; Overconsolidated soil; Undrained soil test; Void fraction; Penetration test; Water pressure; Pore pressure
SD :	Ensayo suelo; Arcilla; Suelo sobreconsolidado; Prueba suelo no drenado; Fracción vacío; Ensayo penetración; Presión agua; Presión poros
LO :	INIST-572C.354000160873640100
ID :	08-0255282

Links to Exploration step

Pascal:08-0255282

Le document en format XML

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<front><div type="abstract" xml:lang="en">This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S<sub>u</sub>
) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S<sub>u</sub>
 space, which is identified as a "structural state capacity surface" since it relates the anisotropic structure to structure inherent capacity and properties. A new function for the estimation of excess pore pressure (u<sub>ex</sub>
) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S<sub>u</sub>
-e-OCR and u<sub>ex</sub>
-e-OCR relationships, it estimates the void ratio and OCR profiles of anisotropic clays from piezocone penetration test results.</div>
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<fC01 i1="01" l="ENG"><s0>This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S<sub>u</sub>
) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S<sub>u</sub>
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) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S<sub>u</sub>
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<s5>07</s5>
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<s5>08</s5>
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<s5>08</s5>
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<server><NO>PASCAL 08-0255282 INIST</NO>
<ET>New structure-based model for estimating undrained shear strength</ET>
<AU>CINICIOGLU (Ozer); ZNIDARCIC (Dobroslav); KO (Hon-Yim)</AU>
<AF>Dept. of Civil Engineering, Bogazici Univ/Bebek, Istanbul, 34342/Turquie (1 aut.); Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado/Boulder, CO 80309/Etats-Unis (2 aut., 3 aut.)</AF>
<DT>Publication en série; Niveau analytique</DT>
<SO>Journal of geotechnical and geoenvironmental engineering; ISSN 1090-0241; Etats-Unis; Da. 2007; Vol. 133; No. 10; Pp. 1290-1301; Bibl. 1/2 p.</SO>
<LA>Anglais</LA>
<EA>This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength (S<sub>u</sub>
) of anisotropic Speswhite clay, a new centrifugal testing technique is designed to obtain constant overconsolidation ratio (OCR) profiles with varying void ratios (e), called the "descending gravity test." The parameters controlling the generation of peak shear strength are quantified. As a result of this function, a new material and rate-dependent surface is defined in the e-OCR-S<sub>u</sub>
 space, which is identified as a "structural state capacity surface" since it relates the anisotropic structure to structure inherent capacity and properties. A new function for the estimation of excess pore pressure (u<sub>ex</sub>
) generated by cone penetration is found. By combining the strength and pore pressure functions a new model is proposed, called the "CU model." The CU model is a structure-based model that provides reliable estimates of shear strength for in situ saturated clays using the knowledge of void and overconsolidation ratios. Finally, by combining S<sub>u</sub>
-e-OCR and u<sub>ex</sub>
-e-OCR relationships, it estimates the void ratio and OCR profiles of anisotropic clays from piezocone penetration test results.</EA>
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   |texte=   New structure-based model for estimating undrained shear strength
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New structure-based model for estimating undrained shear strength

New structure-based model for estimating undrained shear strength

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