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The stress-strain behavior of kaolin...

Liu, Yigang.

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The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures.

Record Type:	Electronic resources : Monograph/item
Title/Author:	The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures./
Author:	Liu, Yigang.
Description:	232 p.
Notes:	Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4171.
Contained By:	Dissertation Abstracts International65-08B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3144804
ISBN:	0496030531

The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures.
Liu, Yigang.

The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures. - 232 p.

Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4171.

Thesis (Ph.D.)--University of Delaware, 2004.

A comprehensive experimental test program was performed on kaolinite clay with a wide range of confining pressures and different over-consolidation ratios (OCR). The test program began with an evaluation of radial drainage materials with respect to hydraulic conductivity, volumetric compliance, and vertical loading correction. A criterion was proposed to ensure sufficient flow capacity of the drainage material. Corrections for volumetric compliance and vertical load were considerable. The following program focused on different stress paths in the triaxial plane, including drained compression, undrained compression, drained extension, and undrained extension. Kaolinite clay was tested over a confining pressure range of 50 to 2900 kPa and its behavior was found to be similar to results from most prior studies at low pressures of less than 400 kPa. These findings include: the strength and stiffness increase with increasing confining pressure and OCR; the compressive volume change tendency decreases with OCR; unique failure envelopes; and a unique critical state line. Unusual behavior was found mainly in the following three areas: reverse anisotropic response during multi-step isotropic consolidation, a narrow dilatant region near failure for normally consolidated kaolinite clay in extension, and possible compressive volume change inside shearing bands.

ISBN: 0496030531Subjects--Topical Terms:

783781
Engineering, Civil.

The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures.
LDR:02307nmm 2200277 4500 001 1839936
005 20050714101054.5
008 130614s2004 eng d
020 $a 0496030531
035 $a (UnM)AAI3144804
035 $a AAI3144804
040 $a UnM $c UnM
100 1 $a Liu, Yigang. $3 1928296
245 1 4 $a The stress-strain behavior of kaolinite clay in triaxial compression and extension tests at elevated pressures.
300 $a 232 p.
500 $a Source: Dissertation Abstracts International, Volume: 65-08, Section: B, page: 4171.
500 $a Professor in charge: Jerry A. Yamamuro.
502 $a Thesis (Ph.D.)--University of Delaware, 2004.
520 $a A comprehensive experimental test program was performed on kaolinite clay with a wide range of confining pressures and different over-consolidation ratios (OCR). The test program began with an evaluation of radial drainage materials with respect to hydraulic conductivity, volumetric compliance, and vertical loading correction. A criterion was proposed to ensure sufficient flow capacity of the drainage material. Corrections for volumetric compliance and vertical load were considerable. The following program focused on different stress paths in the triaxial plane, including drained compression, undrained compression, drained extension, and undrained extension. Kaolinite clay was tested over a confining pressure range of 50 to 2900 kPa and its behavior was found to be similar to results from most prior studies at low pressures of less than 400 kPa. These findings include: the strength and stiffness increase with increasing confining pressure and OCR; the compressive volume change tendency decreases with OCR; unique failure envelopes; and a unique critical state line. Unusual behavior was found mainly in the following three areas: reverse anisotropic response during multi-step isotropic consolidation, a narrow dilatant region near failure for normally consolidated kaolinite clay in extension, and possible compressive volume change inside shearing bands.
590 $a School code: 0060.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 0 $a University of Delaware. $3 1017826
773 0 $t Dissertation Abstracts International $g 65-08B.
790 1 0 $a Yamamuro, Jerry A., $e advisor
790 $a 0060
791 $a Ph.D.
792 $a 2004
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3144804