4. a. Under what conditions would the tensile strength of rock be significant? (Consider bending condi tions for a rock mass.) b. A sample of clastic limestone yielded a compres sive strength of 41.4 MPa (6000 psi) and a shear strength of 7.6 MPa (1100 psi). What tensile strength value would you select for this rock if test ing was not possible? Explain how you would arrive at this value.

Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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Question
4
Tel
es or th
g minerals with
ker than their
line limestone
will not qualify
Now strength.
ceous dolo-
ENGINEERING PROPERTIES OF ROCKS
state, 259 g
when satu-
cific
pecific
tate?
re-
n
stronges
tion
structure, typ
diabase. This is why diabase is one of the s
rocks in nature (> 275 MPa or 40,000 psi).
(160
and psi)? Assume a unit weight of 2.56 Mg/m³ (
lb/ft3) for the rock.
stress
b. At this confining pressure, what horizontal s
would be required to cause a shear failure in the
rock? Which is o, and which o3? Use the plot c
structed in Exercise 2 to obtain the answer. What is
the shear stress on the failure plane?
strength
4. a. Under what conditions would the tensile
of rock be significant? (Consider bending condi
tions for a rock mass.)
b. A sample of clastic limestone yielded a compres-
sive strength of 41.4 MPa (6000 psi) and a shear
strength of 7.6 MPa (1100 psi). What tensile
strength value would you select for this rock if test
ing was not possible? Explain how you would arrive
at this value.
Ex
5. A core sample of basalt, 10.2 cm (4 in) long and 5.1
cm (2 in) in diameter, was tested in unconfined com
pression. The basalt is known to have a modulus of
elasticity = 6.28 x 10 MPa (9.1 x 10 psi).
a. At a pressu
Transcribed Image Text:Tel es or th g minerals with ker than their line limestone will not qualify Now strength. ceous dolo- ENGINEERING PROPERTIES OF ROCKS state, 259 g when satu- cific pecific tate? re- n stronges tion structure, typ diabase. This is why diabase is one of the s rocks in nature (> 275 MPa or 40,000 psi). (160 and psi)? Assume a unit weight of 2.56 Mg/m³ ( lb/ft3) for the rock. stress b. At this confining pressure, what horizontal s would be required to cause a shear failure in the rock? Which is o, and which o3? Use the plot c structed in Exercise 2 to obtain the answer. What is the shear stress on the failure plane? strength 4. a. Under what conditions would the tensile of rock be significant? (Consider bending condi tions for a rock mass.) b. A sample of clastic limestone yielded a compres- sive strength of 41.4 MPa (6000 psi) and a shear strength of 7.6 MPa (1100 psi). What tensile strength value would you select for this rock if test ing was not possible? Explain how you would arrive at this value. Ex 5. A core sample of basalt, 10.2 cm (4 in) long and 5.1 cm (2 in) in diameter, was tested in unconfined com pression. The basalt is known to have a modulus of elasticity = 6.28 x 10 MPa (9.1 x 10 psi). a. At a pressu
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