STRENGTH AND DEFORMATION PROPERTIES OF GRANITE, BASALT, LIMESTONE AND TUFF AT VARIOUS LOADING RATES

The objective of the work reported herein was to determine the strength and stress-strain characteristics of rocks of four types under various rates of loading. This was accomplished by conducting slow (specimens loaded at rates of less than 2,251 psi/sec) and rapid (specimen loaded at rates greater...

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1. Verfasser:	Stowe, Richard L
Format:	Report
Sprache:	eng
Schlagworte:	BASALT COMPRESSIVE PROPERTIES DEFORMATION FAILURE(MECHANICS) FLEXURAL STRENGTH Geology, Geochemistry and Mineralogy GRANITE LIMESTONE LOADS(FORCES) Mechanics POROSITY PRESSURE ROCK STRAIN(MECHANICS) STRUCTURAL PROPERTIES TENSILE PROPERTIES TUFF
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creator	Stowe, Richard L
description	The objective of the work reported herein was to determine the strength and stress-strain characteristics of rocks of four types under various rates of loading. This was accomplished by conducting slow (specimens loaded at rates of less than 2,251 psi/sec) and rapid (specimen loaded at rates greater than 2,251 psi/sec) unconfined compression tests, tensile splitting tests, and triaxial compression tests utilizing confining pressures ranging from 250 to 5, 000 psi. Granite, basalt, limestone, and tuff from the Atomic Energy Commission's Nevada Test Site, Mercury, Nevada, were used in this program. Nondestructive tests such as specific gravity, porosity, and compressional wave velocity were conducted on all specimens to determine homogeneity of each rock.
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This was accomplished by conducting slow (specimens loaded at rates of less than 2,251 psi/sec) and rapid (specimen loaded at rates greater than 2,251 psi/sec) unconfined compression tests, tensile splitting tests, and triaxial compression tests utilizing confining pressures ranging from 250 to 5, 000 psi. Granite, basalt, limestone, and tuff from the Atomic Energy Commission's Nevada Test Site, Mercury, Nevada, were used in this program. Nondestructive tests such as specific gravity, porosity, and compressional wave velocity were conducted on all specimens to determine homogeneity of each rock.</description><language>eng</language><subject>BASALT ; COMPRESSIVE PROPERTIES ; DEFORMATION ; FAILURE(MECHANICS) ; FLEXURAL STRENGTH ; Geology, Geochemistry and Mineralogy ; GRANITE ; LIMESTONE ; LOADS(FORCES) ; Mechanics ; POROSITY ; PRESSURE ; ROCK ; STRAIN(MECHANICS) ; STRUCTURAL PROPERTIES ; TENSILE PROPERTIES ; TUFF</subject><creationdate>1969</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,776,881,27544,27545</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/AD0684358$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Stowe, Richard L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS</creatorcontrib><title>STRENGTH AND DEFORMATION PROPERTIES OF GRANITE, BASALT, LIMESTONE AND TUFF AT VARIOUS LOADING RATES</title><description>The objective of the work reported herein was to determine the strength and stress-strain characteristics of rocks of four types under various rates of loading. This was accomplished by conducting slow (specimens loaded at rates of less than 2,251 psi/sec) and rapid (specimen loaded at rates greater than 2,251 psi/sec) unconfined compression tests, tensile splitting tests, and triaxial compression tests utilizing confining pressures ranging from 250 to 5, 000 psi. Granite, basalt, limestone, and tuff from the Atomic Energy Commission's Nevada Test Site, Mercury, Nevada, were used in this program. Nondestructive tests such as specific gravity, porosity, and compressional wave velocity were conducted on all specimens to determine homogeneity of each rock.</description><subject>BASALT</subject><subject>COMPRESSIVE PROPERTIES</subject><subject>DEFORMATION</subject><subject>FAILURE(MECHANICS)</subject><subject>FLEXURAL STRENGTH</subject><subject>Geology, Geochemistry and Mineralogy</subject><subject>GRANITE</subject><subject>LIMESTONE</subject><subject>LOADS(FORCES)</subject><subject>Mechanics</subject><subject>POROSITY</subject><subject>PRESSURE</subject><subject>ROCK</subject><subject>STRAIN(MECHANICS)</subject><subject>STRUCTURAL PROPERTIES</subject><subject>TENSILE PROPERTIES</subject><subject>TUFF</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1969</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNqFy7EKwjAQgOEuDqK-gcM9QAWhKl1Pc2kDaa5crl2L1AoFcWneH0Hcnf7h419nY1ShUGkNGAwYsiwNquMArXBLoo4isIVKMDilHK4Y0WsO3jUUlQN9R-2sBVToURx3ETyjcaECQaW4zVbP-2uZdr9usr0lvdWHR5rHYUnze0oDmuOlPBXnsvjDHwfyMTA</recordid><startdate>196901</startdate><enddate>196901</enddate><creator>Stowe, Richard L</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>196901</creationdate><title>STRENGTH AND DEFORMATION PROPERTIES OF GRANITE, BASALT, LIMESTONE AND TUFF AT VARIOUS LOADING RATES</title><author>Stowe, Richard L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_AD06843583</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1969</creationdate><topic>BASALT</topic><topic>COMPRESSIVE PROPERTIES</topic><topic>DEFORMATION</topic><topic>FAILURE(MECHANICS)</topic><topic>FLEXURAL STRENGTH</topic><topic>Geology, Geochemistry and Mineralogy</topic><topic>GRANITE</topic><topic>LIMESTONE</topic><topic>LOADS(FORCES)</topic><topic>Mechanics</topic><topic>POROSITY</topic><topic>PRESSURE</topic><topic>ROCK</topic><topic>STRAIN(MECHANICS)</topic><topic>STRUCTURAL PROPERTIES</topic><topic>TENSILE PROPERTIES</topic><topic>TUFF</topic><toplevel>online_resources</toplevel><creatorcontrib>Stowe, Richard L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Stowe, Richard L</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>STRENGTH AND DEFORMATION PROPERTIES OF GRANITE, BASALT, LIMESTONE AND TUFF AT VARIOUS LOADING RATES</btitle><date>1969-01</date><risdate>1969</risdate><abstract>The objective of the work reported herein was to determine the strength and stress-strain characteristics of rocks of four types under various rates of loading. This was accomplished by conducting slow (specimens loaded at rates of less than 2,251 psi/sec) and rapid (specimen loaded at rates greater than 2,251 psi/sec) unconfined compression tests, tensile splitting tests, and triaxial compression tests utilizing confining pressures ranging from 250 to 5, 000 psi. Granite, basalt, limestone, and tuff from the Atomic Energy Commission's Nevada Test Site, Mercury, Nevada, were used in this program. Nondestructive tests such as specific gravity, porosity, and compressional wave velocity were conducted on all specimens to determine homogeneity of each rock.</abstract><oa>free_for_read</oa></addata></record>
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source	DTIC Technical Reports
subjects	BASALT COMPRESSIVE PROPERTIES DEFORMATION FAILURE(MECHANICS) FLEXURAL STRENGTH Geology, Geochemistry and Mineralogy GRANITE LIMESTONE LOADS(FORCES) Mechanics POROSITY PRESSURE ROCK STRAIN(MECHANICS) STRUCTURAL PROPERTIES TENSILE PROPERTIES TUFF
title	STRENGTH AND DEFORMATION PROPERTIES OF GRANITE, BASALT, LIMESTONE AND TUFF AT VARIOUS LOADING RATES
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