A square footing supporting a new building applies a uniform pressure of 200 kPa to the ground surface. The water table is at the ground surface and the site is underlain by a homogeneous sand deposit. Based on the bulbs of pressure developed below the footing depicted in the figure below, which of the following statements are correct (select all that apply)? A.After construction, the vertical total stress (σ) at Points B and C is the same. B.After construction, the increase in vertical total stress (∆σ) at Points B and C is the same. C.After construction, the increase in vertical total stress (∆σ) at Point A is three times lower than ∆σ induced at Point B. D.After construction, the vertical effective stress (σ’) at Point A is by coincidence the same as the vertical effective stress induced at Point B.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.13P
icon
Related questions
Question

A square footing supporting a new building applies a uniform pressure of 200 kPa to the ground surface. The water table is at the ground surface and the site is underlain by a homogeneous sand deposit. Based on the bulbs of pressure developed below the footing depicted in the figure below, which of the following statements are correct (select all that apply)?

A.After construction, the vertical total stress (σ) at Points B and C is the same.

B.After construction, the increase in vertical total stress (∆σ) at Points B and C is the same.

C.After construction, the increase in vertical total stress (∆σ) at Point A is three times lower than ∆σ induced at Point B.

D.After construction, the vertical effective stress (σ’) at Point A is by coincidence the same as the vertical effective stress induced at Point B.

T
WT
T
1
1
90=200 kPa
Homogeneous soil deposit
9/90=0.9
A
9/90=0.6
9/90=0.3
TB
9/90=0.1
C
V dry
Ysat = 19.81 kN/m³
=
18 kN/m³
1 m
4 m
8 m
Transcribed Image Text:T WT T 1 1 90=200 kPa Homogeneous soil deposit 9/90=0.9 A 9/90=0.6 9/90=0.3 TB 9/90=0.1 C V dry Ysat = 19.81 kN/m³ = 18 kN/m³ 1 m 4 m 8 m
Expert Solution
steps

Step by step

Solved in 4 steps

Blurred answer
Knowledge Booster
Methods to Determine Vertical Stress
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Fundamentals of Geotechnical Engineering (MindTap…
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning