Use the Liquid Limit CalculationCONTAINER NO.D44A01A87NUMBER OF BLOWS, N282015MASS OF MOIST SOIL + CONTAINER, M1 (g)27.9825.4724.28MASS OF DRY SOIL + CONTAINER, M2 (g)25.2323.1622.23MASS OF CONTAINER, M3 (g)18.2217.517.36WATER CONTENT, w (%)Graph504035-102040100The liquid limit of the test is =Formula(М, — М2)w =For water content:x 100%(М2 — М3)Moisture content (%)

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CONTAINER NO. D44 A01 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24. MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22. MASS OF CONTAINER, M3 (g) 18.22 17.5 17. VATER CONTENT, w (%)

CONTAINER NO. D44 A01 NUMBER OF BLOWS, N 28 20 15 MASS OF MOIST SOIL + CONTAINER, M1 (g) 27.98 25.47 24. MASS OF DRY SOIL + CONTAINER, M2 (g) 25.23 23.16 22. MASS OF CONTAINER, M3 (g) 18.22 17.5 17. VATER CONTENT, w (%)

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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