LA cube soil sample has a size (Your age) cmx (Your age) em is subjected to the forces shown in Fig: a, b &e below. Determine (a) The principal stress oi & o3. (b) The maximum shear stress, (c) The stresses on a plane oriented at 6-given for cach clockwise to the major principal stress plane. d) calculate shear strengths, of soil by Mohr-coulomb failure plane and draw Mohr circle diagram.
LA cube soil sample has a size (Your age) cmx (Your age) em is subjected to the forces shown in Fig: a, b &e below. Determine (a) The principal stress oi & o3. (b) The maximum shear stress, (c) The stresses on a plane oriented at 6-given for cach clockwise to the major principal stress plane. d) calculate shear strengths, of soil by Mohr-coulomb failure plane and draw Mohr circle diagram.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Soil sample size is (21cm×21cm)
![1. A cube soil sample has a size (Your age) cmx (Your age) cm is subjected to the forces shown in Fig: a, b &c
below, Determine
(a) The principal stress oi & o3.
(b) The maximum shear stress,
(c) The stresses on a plane oriented at 0-given for cach clockwise to the major principal stress plane.
d) calculate shear strengths, of soil by Mohr-coulomb failure plane and draw Mohr circle diagram.
90 kN/m2
125 b/ft
s0 KNm
21 kN/m
55 Ib/n
30 KN/m2
B
20
30 KN/m
36 kN/m
150 KN/m
300 th/
21 kN/m2
45
55 Ib1
to](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ca7f8d8-8c95-435f-9505-bee51adc1c58%2Ff1b0d524-daf4-4c75-a42a-d6819dda575c%2F3e9a8fh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. A cube soil sample has a size (Your age) cmx (Your age) cm is subjected to the forces shown in Fig: a, b &c
below, Determine
(a) The principal stress oi & o3.
(b) The maximum shear stress,
(c) The stresses on a plane oriented at 0-given for cach clockwise to the major principal stress plane.
d) calculate shear strengths, of soil by Mohr-coulomb failure plane and draw Mohr circle diagram.
90 kN/m2
125 b/ft
s0 KNm
21 kN/m
55 Ib/n
30 KN/m2
B
20
30 KN/m
36 kN/m
150 KN/m
300 th/
21 kN/m2
45
55 Ib1
to
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