東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

The Analysis of Weak Rock Using the ...

Dafni, Jacob.

Linked to FindBook

Google Book

Amazon

博客來

The Analysis of Weak Rock Using the Pressuremeter.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	The Analysis of Weak Rock Using the Pressuremeter./
Author:	Dafni, Jacob.
Description:	212 p.
Notes:	Source: Masters Abstracts International, Volume: 51-06.
Contained By:	Masters Abstracts International51-06(E).
Subject:	Geotechnology. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1538245
ISBN:	9781303110894

The Analysis of Weak Rock Using the Pressuremeter.
Dafni, Jacob.

The Analysis of Weak Rock Using the Pressuremeter. - 212 p.

Source: Masters Abstracts International, Volume: 51-06.

Thesis (Master's)--University of Washington, 2013.

The pressuremeter is a versatile in situ testing instrument capable of testing a large range of materials from very soft clay to weak rock. Due to limitations of other testing devices, the pressuremeter is one of the few instruments capable of capturing stiffness and strength properties of weak rock. However, data collected is only useful if the material tested is properly modeled and desirable material properties can be obtained. While constitutive models with various flows rules have been developed for pressuremeter analysis in soil, less research has been directed at model development for pressuremeter tests in weak rock. The result is pressuremeter data collected in rock is typically analyzed using models designed for soil. The aim of this study was to explore constitutive rock models for development into a pressuremeter framework. Three models were considered, with two of those three implemented for pressuremeter analysis. A Mohr-Coulomb model with a tensile cutoff developed by Haberfield (1987) and a Hoek-Brown model initiated by Yang et al (2011) and further developed by the author were implemented and calibrated against a data set of pressuremeter tests from 5 project test sites including a total of 115 pressuremeter tests in a number of different rock formations. Development of a multiscale damage model established by Kondo et al (2008) was explored. However, this model requires further development to be used for pressuremeter data analysis.

ISBN: 9781303110894Subjects--Topical Terms:

1018558
Geotechnology.

The Analysis of Weak Rock Using the Pressuremeter.
LDR:02323nam 2200289 4500 001 1958032
005 20140224122703.5
008 150212s2013 ||||||||||||||||| ||eng d
020 $a 9781303110894
035 $a (MiAaPQ)AAI1538245
035 $a AAI1538245
040 $a MiAaPQ $c MiAaPQ
100 1 $a Dafni, Jacob. $3 2092990
245 1 4 $a The Analysis of Weak Rock Using the Pressuremeter.
300 $a 212 p.
500 $a Source: Masters Abstracts International, Volume: 51-06.
500 $a Adviser: Pedro Arduino.
502 $a Thesis (Master's)--University of Washington, 2013.
520 $a The pressuremeter is a versatile in situ testing instrument capable of testing a large range of materials from very soft clay to weak rock. Due to limitations of other testing devices, the pressuremeter is one of the few instruments capable of capturing stiffness and strength properties of weak rock. However, data collected is only useful if the material tested is properly modeled and desirable material properties can be obtained. While constitutive models with various flows rules have been developed for pressuremeter analysis in soil, less research has been directed at model development for pressuremeter tests in weak rock. The result is pressuremeter data collected in rock is typically analyzed using models designed for soil. The aim of this study was to explore constitutive rock models for development into a pressuremeter framework. Three models were considered, with two of those three implemented for pressuremeter analysis. A Mohr-Coulomb model with a tensile cutoff developed by Haberfield (1987) and a Hoek-Brown model initiated by Yang et al (2011) and further developed by the author were implemented and calibrated against a data set of pressuremeter tests from 5 project test sites including a total of 115 pressuremeter tests in a number of different rock formations. Development of a multiscale damage model established by Kondo et al (2008) was explored. However, this model requires further development to be used for pressuremeter data analysis.
590 $a School code: 0250.
650 4 $a Geotechnology. $3 1018558
650 4 $a Engineering, Geophysical. $3 1674107
650 4 $a Engineering, General. $3 1020744
690 $a 0537
690 $a 0428
690 $a 0467
710 2 $a University of Washington. $b Civil and Environmental Engineering. $3 2092991
773 0 $t Masters Abstracts International $g 51-06(E).
790 $a 0250
791 $a Master's
792 $a 2013
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1538245