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Development of an insitu rock shear ...

Hay, Carlton A.

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Development of an insitu rock shear testing device.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Development of an insitu rock shear testing device./
Author:	Hay, Carlton A.
Description:	245 p.
Notes:	Adviser: Dave Bloomquist.
Contained By:	Dissertation Abstracts International68-09B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3281530
ISBN:	9780549236153

Development of an insitu rock shear testing device.
Hay, Carlton A.

Development of an insitu rock shear testing device. - 245 p.

Adviser: Dave Bloomquist.

Thesis (Ph.D.)--University of Florida, 2007.

Our study involved the development and testing of an insitu rock shear testing device. Foreseeable problems associated with the rock formation led to the development of a second device designed specifically to provide data on the irregularities, caverns and voids anticipated within the test holes.

ISBN: 9780549236153Subjects--Topical Terms:

783781
Engineering, Civil.

Development of an insitu rock shear testing device.
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020 $a 9780549236153
035 $a (UMI)AAI3281530
035 $a AAI3281530
040 $a UMI $c UMI
100 1 $a Hay, Carlton A. $3 1278476
245 1 0 $a Development of an insitu rock shear testing device.
300 $a 245 p.
500 $a Adviser: Dave Bloomquist.
500 $a Source: Dissertation Abstracts International, Volume: 68-09, Section: B, page: 6154.
502 $a Thesis (Ph.D.)--University of Florida, 2007.
520 $a Our study involved the development and testing of an insitu rock shear testing device. Foreseeable problems associated with the rock formation led to the development of a second device designed specifically to provide data on the irregularities, caverns and voids anticipated within the test holes.
520 $a The process of development was dynamic and extensive laboratory tests were performed on simulated rock samples (Gator rock) to arrive at the present prototype designs. The prototypes were built and tested in the laboratory and showed encouraging results however preliminary field tests exposed minor problems with the instrumentation and mechanical problems. The required adjustments to the designs were made and the devices have been field tested at the Fuller Warren Bridge in Jacksonville. The success of the program was evaluated based on the following criteria: (1) The efficiency of the equipment in regards to their ease of operation, limitations and possible areas for future development. (2) The validity of the results, based on the equipment designs and accuracy of the measuring instruments' acceptable margins of errors. (3) The validity of the results based on theoretical assumptions made versus empirical data whether in the field or in the laboratory.
590 $a School code: 0070.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0428
690 $a 0543
710 2 $a University of Florida. $3 718949
773 0 $t Dissertation Abstracts International $g 68-09B.
790 $a 0070
790 1 0 $a Bloomquist, Dave, $e advisor
791 $a Ph.D.
792 $a 2007
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3281530