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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

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

Structural Analysis
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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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
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
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