Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
Bartleby Related Questions Icon

Related questions

Question
4.C.2 Liquidity index, LI, defined by Eq. (4.26), can indicate probable engineering
behavior depending on the natural or current state of moisture content. For
Copyright 2018 Cengage Learning. All Rights Reserved. May not be copied, scanned, or duplicated, in whole or in part. WCN 02-200-203
example, the material behavior can vary from a brittle solid (LI < 1) to vis-
cous fluid (LI> 1), with an intermediate plastic state (0 <LI < 1). From the
plasticity characteristics and ranges of moisture contents listed in the follow-
ing table,
a. Determine the range of liquidity index for each soil over the range of
moisture content.
b.
Comment on the probable engineering behavior of each soil as the mois-
ture content changes (refer to Figure 4.1).
Soil
1
2
3
4
5
6
7
% Clay fraction
(<2μm)
34
44
54
81
28
67
72
Natural moisture
content, w, (%)
59-67
29-36
51-56
61-70
441-600
98-111
51-65
Liquid limit,
LL (%)
References
49
37
61
58
511
132
89
Plastic limit,
PL (%)
26
21
26
24
192
49
31
expand button
Transcribed Image Text:4.C.2 Liquidity index, LI, defined by Eq. (4.26), can indicate probable engineering behavior depending on the natural or current state of moisture content. For Copyright 2018 Cengage Learning. All Rights Reserved. May not be copied, scanned, or duplicated, in whole or in part. WCN 02-200-203 example, the material behavior can vary from a brittle solid (LI < 1) to vis- cous fluid (LI> 1), with an intermediate plastic state (0 <LI < 1). From the plasticity characteristics and ranges of moisture contents listed in the follow- ing table, a. Determine the range of liquidity index for each soil over the range of moisture content. b. Comment on the probable engineering behavior of each soil as the mois- ture content changes (refer to Figure 4.1). Soil 1 2 3 4 5 6 7 % Clay fraction (<2μm) 34 44 54 81 28 67 72 Natural moisture content, w, (%) 59-67 29-36 51-56 61-70 441-600 98-111 51-65 Liquid limit, LL (%) References 49 37 61 58 511 132 89 Plastic limit, PL (%) 26 21 26 24 192 49 31
Expert Solution
Check Mark
Knowledge Booster
Background pattern image
Civil Engineering
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
Text book image
Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,
Text book image
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning