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A soil sample has the following properties: porosity 0.398, specific gravity = 2.75. Find: a)Void ratio b)Saturated unit weight 1. cEffective unit weight.

A soil sample has the following properties: porosity 0.398, specific gravity = 2.75. Find: a)Void ratio b)Saturated unit weight 1. cEffective unit weight.

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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A soil sample has the following properties: porosity = 0.398, specific gravity = 2.75. Find: a) Void ratio b)Saturated unit weight CEffective unit weight. 1. The field unit weight of the soil is 1960 kg/m³ and the unit weight of the soil particle is 2700 kg/m3 . If the emax=0.69 and emin=0.44, aCompute the void ration of the soil sample. b)Compute the dry unit weight in KN/ m3 if water content is 11%. cCompute the relative density of the soil sample. 2. A soil having a sp. Gr. of 2.74 has a moist unit weight of 20.6 KN/m³ and a moisture content of 16.6%. a Compute the void ratio. bCompute the degree of saturation. Compute the effective unit weight. Compute the weight of water in KN to be added per cu. m. of soil for 100% degree of saturation. 3.
Transcribed Image Text:A soil sample has the following properties: porosity = 0.398, specific gravity = 2.75. Find: a) Void ratio b)Saturated unit weight CEffective unit weight. 1. The field unit weight of the soil is 1960 kg/m³ and the unit weight of the soil particle is 2700 kg/m3 . If the emax=0.69 and emin=0.44, aCompute the void ration of the soil sample. b)Compute the dry unit weight in KN/ m3 if water content is 11%. cCompute the relative density of the soil sample. 2. A soil having a sp. Gr. of 2.74 has a moist unit weight of 20.6 KN/m³ and a moisture content of 16.6%. a Compute the void ratio. bCompute the degree of saturation. Compute the effective unit weight. Compute the weight of water in KN to be added per cu. m. of soil for 100% degree of saturation. 3.
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