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ultimate compressive strength of rock

Compressive strength of rocks PetroWiki

Jun 4, 2015 Mechanical failure in rocks generally means either fracturing or permanent deformation as a result of compression. While many methods for calculating failure relationships exist, an initial measure of the compressive strength of reservoir rocks is still needed for use in those calculations.

Compressive strength Wikipedia

By definition, the ultimate compressive strength of a material is that value of uniaxial compressive stress reached when the material fails completely. The compressive strength is usually obtained experimentally by means of a compressive test. The apparatus used for this experiment is the same as that used in a tensile test.

Brittle strength of basaltic rock masses with appliions to Venus

Jun 25, 1993 parameters including unconfined compressive strength of intact basalt and two others related to the degree of those at the Venus surface may slightly increase the deformation modulus but decrease the compressive strength of the rock mass. Brittle strength envelopes for the rock mass as a function of 

strength and deformation properties of granite, basalt, limestone and

tests indied,that the rock within each rock type was quite uni form. Results of the unconfined compressive strength tests on basalt indied that as the loading rate was increased from 1 to 1.60 x 10 psi/sec, ultimate strength, total axial strain, and Young's modulus of elasticity increased. Total diametral strain decreased as 

Mechanical properties of granitic rocks from G idea, Sweden

All together, 12 rock samples were tested with each test method. Six samples of these were migmatitic gneiss and six samples were migma titic granite. The result shows that the migmatitic gneiss has varying strength properties with low compressive strength in comparison with its high tensile strength. The migmatitic 

D701214e1 Standard Test Methods for Compressive Strength and

D7012 14e1 Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures, bulk modulus, compression These test methods do not include the procedures necessary to obtain a stressstrain curve beyond the ultimate strength.

Estimating the strength of rock materials SAIMM

It is shown that the uniaxial compressive strength of rock can be conveniently determined from the pointload strength index .. 5Experimental data for maximum shear and mean normal stresses at failure for three rock types. OURNAL OF THE SOUTH AFRICAN INSTITUTE OF MINING AND METALLURGY. MARCH 1974 

Strength Properties of Rocks and Rock Masses University of

The maximum ordinate of the curve (Point C) that marks the transition between strain hardening and softening is called the unconfined compressive strength of the rock and is denoted as Co or qu. Failure takes place continuously from C to D during which macrocracking takes place as the rock becomes more deteriorated 

What is the difference between unconfined compressive strength

What is the difference between unconfined compressive strength and uniaxial compressive strength of rock? Uniaxial compressive strength is the ultimate compressive stress of the rock specimen failure under uniaxial compression conditions. Unconfined compressive strength means that the strength of a rock or soil 

Strength and deformation properties of granite, basalt, limestone

tests indied that the rock within each rock type was quite uni form. Results of the unconfined compressive strength tests on basalt indied that as the loading rate was increased from 1 to 1.60 x 107 psi/sec, ultimate strength, total axial strain, and Young's modulus of elasticity increased. Total diametral strain decreased 

Physical Property Measurements

UCS is one of the most basic parameters of rock strength, and the most common determination performed for boreability predictions. It is measured in accordance with the The unconfined compressive strength of the specimen is calculated by dividing the maximum load at failure by the sample crosssectional area: Where:.

Uniaxial compressive strength

A height to diameter ratio of 2 (54 mm in diameter and 108 mm in height) had been employed and testing procedure will strictly follow the Suggested Methods for Determining the Uniaxial Compressive Strength and Deformability of Rock Materials (ISRM, 1981). Laboratory test. Uniaxial compressive test (UCS). Rock sample 

Strength and deformation properties of granite, basalt, limestone

tests indied that the rock within each rock type was quite uni form. Results of the unconfined compressive strength tests on basalt indied that as the loading rate was increased from 1 to 1.60 x 107 psi/sec, ultimate strength, total axial strain, and Young's modulus of elasticity increased. Total diametral strain decreased 

Effect Of Rate Of Loading On Strength And Young's Modulus Of

A number of investigators have reported that ultimate compressive strength of rock increases with increased rates of loading. 16 Wuerker 3 stated that modulus of elasticity, obtained from sonic determinations, increased in some rocks by a factor as high as 4.5. It appears that only a limited amount of work has been done on 

Some Useful Numbers

Dense sand. 3545°. Gravel with some sand 3448°. Silt. 2635°. Because the angle of internal friction, ϕ, is typically around 2535°, the coefficient of internal friction (tanϕ) is 0.5 to 0.7. Cohesive strength (τ0). Rock . Field test for compressive strength of soils and rocks. Term. Diagnostic features. Undrained compressive 

Estimation of Uniaxial Compressive Strength of Research Online

Feb 13, 2015 The uniaxial unconfined compressive strength (UCS) is an important mechanical property of the rock mass having . UCS_VP, TS_VP and YM_VP are the uniaxial compressive strength, tensile strength SeamIV respectively have minimum and maximum Vp of 3000m/s and 4000 m/s respectively. The.

Strength criterion for rocks under compressivetensile stresses and

However, tension usually appears in the vicinity of excavation and borehole, and the tensile strength of each rock is much lower than the compressive strength. . The differential stress σS−σ3, or the maximum shear stress equivalently, has an upper limitation in rocks, and is able to be described with a general criterion (You 

Chapter 4 Engineering Classifiion of Rock Materials USDA

Chapter 4. Engineering Classifiion of. Rock Materials. United States Department of Agriculture. Natural Resources Conservation Service. (210–VI–NEH, Amend. 55, January 2012) .. Hardness and unconfined compressive strength of rock. 4–5 materials conditions of a site and the ultimate stability and safety of an 

Some Useful Numbers

Dense sand. 3545°. Gravel with some sand 3448°. Silt. 2635°. Because the angle of internal friction, ϕ, is typically around 2535°, the coefficient of internal friction (tanϕ) is 0.5 to 0.7. Cohesive strength (τ0). Rock . Field test for compressive strength of soils and rocks. Term. Diagnostic features. Undrained compressive 

Estimating the strength of rock materials SAIMM

It is shown that the uniaxial compressive strength of rock can be conveniently determined from the pointload strength index .. 5Experimental data for maximum shear and mean normal stresses at failure for three rock types. OURNAL OF THE SOUTH AFRICAN INSTITUTE OF MINING AND METALLURGY. MARCH 1974 

Compressive strength Wikipedia

By definition, the ultimate compressive strength of a material is that value of uniaxial compressive stress reached when the material fails completely. The compressive strength is usually obtained experimentally by means of a compressive test. The apparatus used for this experiment is the same as that used in a tensile test.

Effect of water on the deformability of rocks under CiteSeerX

characteristics, threshold of absolute dilatancy. (σTD) and peak stress (σz max) i.e. the ultimate uniax ial compressive strength (σC). The detailed analy sis that followed resulted in the determination of the values of the deformational parameters of the rocks studied. Young's modulus or the linear modulus of axial stiffness (E ) 

What is the difference between unconfined compressive strength

What is the difference between unconfined compressive strength and uniaxial compressive strength of rock? Uniaxial compressive strength is the ultimate compressive stress of the rock specimen failure under uniaxial compression conditions. Unconfined compressive strength means that the strength of a rock or soil 

strength and deformation properties of granite, basalt, limestone and

tests indied,that the rock within each rock type was quite uni form. Results of the unconfined compressive strength tests on basalt indied that as the loading rate was increased from 1 to 1.60 x 10 psi/sec, ultimate strength, total axial strain, and Young's modulus of elasticity increased. Total diametral strain decreased as 

Rock mass properties Rocscience

1. (1) where. ' 1 σ and '. 3 σ are the maximum and minimum effective principal stresses at failure, b m is the value of the HoekBrown constant m for the rock mass, s and a are constants which depend upon the rock mass characteristics, and ci σ is the uniaxial compressive strength of the intact rock pieces.

SAND821315, "Analysis of Rock Mechanics Properties of NRC

to Model 2 with both bulkrock properties. Unconfined Strength. Ultimate stress values have been determined for tuff samples from Yucca Mountain under a wide range of experimental conditions 1,8,O,10,13,14,15,16,18,20 There is a broad data base of unconfined compressive test results which has allowed a statistical 

estimation of uniaxial compressive and tensile strength of rock

This paper analyzes the problems related to the assessment of uniaxial compressive and tensile strength of rock material Keywords: estimation natural gypsum tensile strength uniaxial compressive strength. Procjena jednoosne . xmin minimum value xmax maximum value xmv mean value s' standard deviation.

Correlation Between Unconfined Compressive Strength and Indirect

Basically, UCT is used to determine ultimate uniaxial compressive strength (UCS). In fact,. UCS is the peak value inσε curve and the corresponding axial strain, εa, where peak stress occurs is termed as strain at failure (εf %). Stillborg (1986) listed typical values for compressive strength (UCS) for various rocks. According to