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: SAMPLE PROBLEM ^ LIQUID LIMIT TEST CONDUCTED ON A SOIL SAMPLE IN THE CUP DEVICE GAVE THE FF. RESULTS: 19 23 27 40 NO. OF BLOWS, N WATER CONTENT W (%) 45.2 39.8 365 25-2 10 Coo COMPUTE THE FF: a) LIQUID LIMIT OF THE SOIL SAMPLE. b.) VOID RATIO AT THE LIQUID LIMIT IF GS = 2.70.

: SAMPLE PROBLEM ^ LIQUID LIMIT TEST CONDUCTED ON A SOIL SAMPLE IN THE CUP DEVICE GAVE THE FF. RESULTS: 19 23 27 40 NO. OF BLOWS, N WATER CONTENT W (%) 45.2 39.8 365 25-2 10 Coo COMPUTE THE FF: a) LIQUID LIMIT OF THE SOIL SAMPLE. b.) VOID RATIO AT THE LIQUID LIMIT IF GS = 2.70.

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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: SAMPLE PROBLEM A LIQUID LIMIT TEST CONDUCTED ON A SOIL SAMPLE IN THE CUP DEVICE GAVE THE FF. RESULTS: 19 23 27 40 NO. OF BLOWS, N WATER CONTENT W (%) 45.2 39.8 365 25-2 10 600 COMPUTE THE FF: a) LIQUID LIMIT OF THE SOIL SAMPLE. b.) VOID RATIO AT THE LIQUID LIMIT IF GS = 2.70.
Transcribed Image Text:: SAMPLE PROBLEM A LIQUID LIMIT TEST CONDUCTED ON A SOIL SAMPLE IN THE CUP DEVICE GAVE THE FF. RESULTS: 19 23 27 40 NO. OF BLOWS, N WATER CONTENT W (%) 45.2 39.8 365 25-2 10 600 COMPUTE THE FF: a) LIQUID LIMIT OF THE SOIL SAMPLE. b.) VOID RATIO AT THE LIQUID LIMIT IF GS = 2.70.
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