Question 17 A triaxial compression test is performed in two stages, as shown in the figure below. What type of triaxial test is this test? Total, o Effective, a' %3D = O rc At the end of consolidation (hydrostatic consolidation, O hc = oro or non-hydrostatic consolidation, o hc # 0rd: o, = 0rc + Ao = o'; During axial stress increase: Assume axial compression (AC) test, with constant: O hc held Stress difference is applied very slowly so that excess pore water pressure Au = 0 through the test Y Ao1= (0, - o At failure:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
Q17 Please provide justified answer asap
Question 17
A triaxial compression test is performed in two stages, as shown in the figure below.
What type of triaxial test is this test?
Total, o
Effective, o'
%3D
re
At the end of consolidation
(hydrostatic consolidation,
O hc = 0ro or non-hydrostatic
consolidation, o hc # 0rd:
+o'hc = 0 hc
tao
o, = 0rc + Ao = o';
During axial stress increase:
Assume axial compression
(AC) test, with
constant:
O hc
held
Stress difference is applied very slowly so that excess
pore water pressure Au 0 through the test
Ar,= (0, - o
O rc
At failure:
+ onc
CS Scanned with CamScanner
コ
Transcribed Image Text:Question 17 A triaxial compression test is performed in two stages, as shown in the figure below. What type of triaxial test is this test? Total, o Effective, o' %3D re At the end of consolidation (hydrostatic consolidation, O hc = 0ro or non-hydrostatic consolidation, o hc # 0rd: +o'hc = 0 hc tao o, = 0rc + Ao = o'; During axial stress increase: Assume axial compression (AC) test, with constant: O hc held Stress difference is applied very slowly so that excess pore water pressure Au 0 through the test Ar,= (0, - o O rc At failure: + onc CS Scanned with CamScanner コ
During axial stress increase:
Assume axial compression
(AC) test, with
constant:
-
+ o hc
Ohc held
Stress difference is applied very slowly so that excess
pore water pressure Au = 0 through the test
Ao, = (01 – 03),
O rc
Ore + Ao= 0r'l
At failure:
O hc
CU
UCS
CD
CS Scanned with CamScanner
Transcribed Image Text:During axial stress increase: Assume axial compression (AC) test, with constant: - + o hc Ohc held Stress difference is applied very slowly so that excess pore water pressure Au = 0 through the test Ao, = (01 – 03), O rc Ore + Ao= 0r'l At failure: O hc CU UCS CD CS Scanned with CamScanner
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps

Blurred answer
Knowledge Booster
Sectioning basics
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
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning