1- Principle stresses action on the vertical plane. 2- Principle stresses action on the 0 plane, which inclines 20° clockwise from the (horizontal plane). 25 kPa -12.5 kPa -12.5 kPa 50 kPa –20° 50 kPa y -12.5 kPa -12.5 kPa 25 kPa

1- Principle stresses action on the vertical plane. 2- Principle stresses action on the 0 plane, which inclines 20° clockwise from the (horizontal plane). 25 kPa -12.5 kPa -12.5 kPa 50 kPa –20° 50 kPa y -12.5 kPa -12.5 kPa 25 kPa

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.13P: Repeat Problem 10.12 for q = 700 kN/m2, B = 8 m, and z = 4 m. In this case, point A is located below...

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

For the soil element shown below, calculate:
1- Principle stresses action on the vertical plane.
2- Principle stresses action on the 0 plane, which inclines 20° clockwise from the (horizontal plane).
25 kPa
-12.5 kPa
-12.5 kPa
50 kPa
-20°
50 kPa
y
-12.5 kPa
-12.5 kPa
25 kPa
X

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