Please solve questions number (2) all parts. If a Registration number is needed put 4268 Q. No 1. Solve the following example for D10, D30, D60, coefficient of curvature and coefficient ofuniformity using graphical method and classify the soil on the basis of unified soil classificationsystem (USCS). Plot the graph in excel.Sieve Analysis Table%SieveMassCumulativeSieveCumulativeSizesRetainedMass%FinerNoMass(Mm)(Grams)RetainedRetainedRegistrationNo /56RegistrationNo /36#44.75#82.36RegistrationNo /32RegistrationNo /29RegistrationNo /28#161.18#300.595# 400.425RegistrationNo /41#500.297RegistrationNo /34#1000.149RegistrationNo /39#2000.075RegistrationNo /86PANQ. No 2. A fine grained soil has a liquid limit of 300% and a plastic limit of 55%. The naturalwater content of a soil in the field is 80% and the clay content is 60%.a) Determine the plasticity index, the liquidity index, and the activity?b) What is the soil state in the field?c) What is the predominant mineral in this soil?d) If this soil were under a concrete slab used as a foundation for a building andwater were to seep into it from watering of a lawn, what would you expect tohappen to the foundation?

We knowLI=w-PLLL-PLLI=0.8-0.553-0.55LI=0.10204

Q. No 2. A fine grained soil has a liquid limit of 300% and a plastic limit of 55%. The natural water content of a soil in the field is 80% and the clay content is 60%. a) Determine the plasticity index, the liquidity index, and the activity? b) What is the soil state in the field? c) What is the predominant mineral in this soil?

Q. No 2. A fine grained soil has a liquid limit of 300% and a plastic limit of 55%. The natural water content of a soil in the field is 80% and the clay content is 60%. a) Determine the plasticity index, the liquidity index, and the activity? b) What is the soil state in the field? c) What is the predominant mineral in this 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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