PLASTICITY INDEX (PI) What soil type corresponds to the information shown below if the PL is 15. Liquid Limit Moisture content (%) 60% 50% 40% 30% 20% 10% 0% 1 60 50 . 10 100 blow count For classification of fine-grained soils and fine-grained fraction of coarse-grained soils. Equation of "A"-line Horizontal at PI = 4 to LL = 25.5, then PI 0.73 (LL-20) 40 Equation of "U"-line Vertical at LL 16 to PI = 7, then PI = = 0.9 (LL - 8) 30 20 10 7 4 0 0 10 19 CL-ML CL OR OL ML OR OL "U" LINE CH OR OH "A" LINE MH OR OH 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL)

PLASTICITY INDEX (PI) What soil type corresponds to the information shown below if the PL is 15. Liquid Limit Moisture content (%) 60% 50% 40% 30% 20% 10% 0% 1 60 50 . 10 100 blow count For classification of fine-grained soils and fine-grained fraction of coarse-grained soils. Equation of "A"-line Horizontal at PI = 4 to LL = 25.5, then PI 0.73 (LL-20) 40 Equation of "U"-line Vertical at LL 16 to PI = 7, then PI = = 0.9 (LL - 8) 30 20 10 7 4 0 0 10 19 CL-ML CL OR OL ML OR OL "U" LINE CH OR OH "A" LINE MH OR OH 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL)

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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