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Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent Passing the no. 4 Sieve (73%), no. 40 Sieve 66%, no. 200 Sieve 58%. Plasticity Index (PF) 30 20 074 60 50 40 For Classification of Fine-Grained Soils and Fine-Grained Fraction of Coarse-Grained Soils Equation of "A"-Line: Horizontal at P1 = 4 to LL = 25.5. Then P/= 0.73 (LL - 20) Equation of "U"-Line: Vertical at LL = 16 to PI = 7, Then PI = 0.9 (LL-8) 10 16 20 30 CL or OL ML or OL 40 "U line CH or OH "A" line MH or OH 50 .60 Liquid Limit (LL) 70 80 90 100 : LL = 52%, PL 110

Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent Passing the no. 4 Sieve (73%), no. 40 Sieve 66%, no. 200 Sieve 58%. Plasticity Index (PF) 30 20 074 60 50 40 For Classification of Fine-Grained Soils and Fine-Grained Fraction of Coarse-Grained Soils Equation of "A"-Line: Horizontal at P1 = 4 to LL = 25.5. Then P/= 0.73 (LL - 20) Equation of "U"-Line: Vertical at LL = 16 to PI = 7, Then PI = 0.9 (LL-8) 10 16 20 30 CL or OL ML or OL 40 "U line CH or OH "A" line MH or OH 50 .60 Liquid Limit (LL) 70 80 90 100 : LL = 52%, PL 110

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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Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent Passing the no. 4 Sieve (73%), no. 40 Sieve 66%, no. 200 Sieve 58%. Plasticity Index (PF) 30 20 674 10 60 50 40 For Classification of Fine-Grained Soils and Fine-Grained Fraction of Coarse-Grained Soils Equation of "A"-Line: Horizontal at Pl= 4 to LL = 25.5. Then P/= 0.73 (LL - 20) Equation of "U"-Line: Vertical at EL = 16 to PI = 7, Then PI = 0.9 (LL-8) 10 16 20 30 CL or OL ML or OL 40 "U" line CH or OH "A" line MH or OH 50 .60 Liquid Limit (LL) 70 80 90 100 : LL = 52%, PL 110
Transcribed Image Text:Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent Passing the no. 4 Sieve (73%), no. 40 Sieve 66%, no. 200 Sieve 58%. Plasticity Index (PF) 30 20 674 10 60 50 40 For Classification of Fine-Grained Soils and Fine-Grained Fraction of Coarse-Grained Soils Equation of "A"-Line: Horizontal at Pl= 4 to LL = 25.5. Then P/= 0.73 (LL - 20) Equation of "U"-Line: Vertical at EL = 16 to PI = 7, Then PI = 0.9 (LL-8) 10 16 20 30 CL or OL ML or OL 40 "U" line CH or OH "A" line MH or OH 50 .60 Liquid Limit (LL) 70 80 90 100 : LL = 52%, PL 110
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