Hope you can help me with this problem ? TRIAL124MASS OF CONTAINER WITHWET SOIL (GRAMS)33.4332.1634.8035.47MASS OF CONTAINER WITH DRYSOIL (GRAMS)29-8128.5.228.9031.129MOICTURE CONTENT(%) 621.0520.17THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE.2) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS.b.) COMFUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIALc) COMPUTE THE PLASTIC LIMIT OF THE SOIL.

Given, To determine, a) THE MASS OF THE CONTAINER USED IN ALL TRIALS.b) THE MASS OF THE DRY SOIL IN…

TRIAL 1 2 4 MASS OF CONTAINER WITH WET SOIL (GRAMS) 33-43 32.16 34.80 35.47 14 MASS OF CONTAINER WITH DRY SOIL (GRAMS) 29-81 28.5.2 28.90 31. 29 MOICTURE CONTENT (%) + 21-65 20.17 THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE. 3.) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS. 2) COMPUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIAL. ) COMPUTE THE PLASTIC LIMIT OF THE SOIL.

TRIAL 1 2 4 MASS OF CONTAINER WITH WET SOIL (GRAMS) 33-43 32.16 34.80 35.47 14 MASS OF CONTAINER WITH DRY SOIL (GRAMS) 29-81 28.5.2 28.90 31. 29 MOICTURE CONTENT (%) + 21-65 20.17 THE RESULT OF PLASTIC LIMIT DETERMINATION OF A SOIL SAMPLE IS GIVEN ABOVE. 3.) COMPUTE THE MASS OF THE CONTAINER USED IN ALL TRIALS. 2) COMPUTE THE MASS OF THE DRY SOIL IN THE THIRD TRIAL. ) COMPUTE THE PLASTIC LIMIT OF THE SOIL.

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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