Figure B: Stress diagramTotal Stress (6)Pore Water Pressure (u)Effective Stress (o')26.2 kPa-2.0 m26.2 kPa71.2 kPa25 kPai) ?? kPa-4.5 m-9.0 mjii) ?? kPa70 kPa90.3 kPaFigure B Stress diagramChoose the correct combination for each value required based on thestress distribution diagram figure B.O i = 46.2 kPa; ii = 160.3 kPAO i = 96.2 kPa; ii = 20.3 kPAO i = 20.3 kPa; ii = 96.2 kPAO i = 160.3 kPa; ii = 46.2 kPA

Normal stress is defined as the sum of the normal component of the forces over a plane divided by…

Answered: Total Stress (6) Pore Water Pressure…

Total Stress (6) Pore Water Pressure (u) Effective Stress (o') |26.2 kPa 26.2 kPa -2.0 m \71.2 kPa 25 kPa i) ?? kPa -4-5 m -9.0 m Vii) ?? kPa 70 kPa 90.3 kPa Figure B Stress diagram

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Figure B: Stress diagram
Total Stress (6)
Pore Water Pressure (u)
Effective Stress (o')
26.2 kPa
-2.0 m
26.2 kPa
71.2 kPa
25 kPa
i) ?? kPa
-4.5 m
-9.0 m
jii) ?? kPa
70 kPa
90.3 kPa
Figure B Stress diagram
Choose the correct combination for each value required based on the
stress distribution diagram figure B.
O i = 46.2 kPa; ii = 160.3 kPA
O i = 96.2 kPa; ii = 20.3 kPA
O i = 20.3 kPa; ii = 96.2 kPA
O i = 160.3 kPa; ii = 46.2 kPA

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