Physical Property Tests of Rock Cores From the MIXED COMPANY Event III Site PDF Download
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Author: Richard L. Stowe
Publisher:
ISBN:
Category : Rock mechanics
Languages : en
Pages : 46
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Book Description
Static material property tests were conducted on selected rock cores, predominantly sandstone, taken from the MIXED COMPANY Event 3 test site. The results of these tests along with other static and dynamic tests results were used in the development of representative constitutive properties used in preshot ground motion calculations for Event 3. Natural densities ranged from 2.18 to 2.62 g/cc, and moisture contents ranged from 0.6 to 6.2 percent. Tensile test results indicate that the horizontal in situ tensile strengths will equal or exceed the vertical strengths.
Author: Richard L. Stowe
Publisher:
ISBN:
Category : Rock mechanics
Languages : en
Pages : 46
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Book Description
Static material property tests were conducted on selected rock cores, predominantly sandstone, taken from the MIXED COMPANY Event 3 test site. The results of these tests along with other static and dynamic tests results were used in the development of representative constitutive properties used in preshot ground motion calculations for Event 3. Natural densities ranged from 2.18 to 2.62 g/cc, and moisture contents ranged from 0.6 to 6.2 percent. Tensile test results indicate that the horizontal in situ tensile strengths will equal or exceed the vertical strengths.
Author: Richard L. Stowe
Publisher:
ISBN:
Category : Rock mechanics
Languages : en
Pages : 46
Get Book Here
Book Description
Static material property tests were conducted on selected rock cores, predominantly sandstone, taken from the MIXED COMPANY Event 3 test site. The results of these tests along with other static and dynamic tests results were used in the development of representative constitutive properties used in preshot ground motion calculations for Event 3. Natural densities ranged from 2.18 to 2.62 g/cc, and moisture contents ranged from 0.6 to 6.2 percent. Tensile test results indicate that the horizontal in situ tensile strengths will equal or exceed the vertical strengths.
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 430
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category :
Languages : en
Pages : 438
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Book Description
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1014
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Book Description
Author:
Publisher:
ISBN:
Category : Government reports announcements & index
Languages : en
Pages : 882
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Book Description
Author:
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 584
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Book Description
Author:
Publisher:
ISBN:
Category : Technology
Languages : en
Pages : 210
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 992
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Book Description
Author: Colin McPhee
Publisher: Elsevier
ISBN: 0444636579
Category : Technology & Engineering
Languages : en
Pages : 853
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Book Description
Core Analysis: A Best Practice Guide is a practical guide to the design of core analysis programs. Written to address the need for an updated set of recommended practices covering special core analysis and geomechanics tests, the book also provides unique insights into data quality control diagnosis and data utilization in reservoir models. The book's best practices and procedures benefit petrophysicists, geoscientists, reservoir engineers, and production engineers, who will find useful information on core data in reservoir static and dynamic models. It provides a solid understanding of the core analysis procedures and methods used by commercial laboratories, the details of lab data reporting required to create quality control tests, and the diagnostic plots and protocols that can be used to identify suspect or erroneous data. - Provides a practical overview of core analysis, from coring at the well site to laboratory data acquisition and interpretation - Defines current best practice in core analysis preparation and test procedures, and the diagnostic tools used to quality control core data - Provides essential information on design of core analysis programs and to judge the quality and reliability of core analysis data ultimately used in reservoir evaluation - Of specific interest to those working in core analysis, porosity, relative permeability, and geomechanics
