3. Given below the tabulated result in the field of compaction test.A. Unit Weight Determination1234Test NumberWt. of Mold + Compaction Soil5.9 kg6.2 kg6.3 kg6.1 kg6.0 kg4.2kg4.2 kg4.2 kg4.2 kg4.2 kgWt of Mold0.000940.000940.00094 | 0.000940.00094Volume of mold (m3)B. Water Content Determination134Test Number42.4 g42.1 g40.3 g52.7 g56.2 gWt. of Container+ Wt. of wet soil40.9 g39.9 g37.7 g 47.0 g48.8 gWt. of Container+ Wt. of dry soil14.5 g14.6 g13.7 g12.9 g14.0 gWt. of Containera. Compute the max. Dry unit in KN/m3b. Compute the optimum water content in %c. Compute the degree of saturation at the optimum moisture content if the specific gravity ofsoil is 2.70.Plot moisture content versus dry unit weight.

Water content is defined as the ratio of weight of water to the weight of soil solids= (Wt of…

3. Given below the tabulated result in the field of compaction test. A. Unit Weight Determination Test Number 1 4 Wt. of Mold + Compaction Soil 5.9 kg 6.2 kg 6.3 kg 6.1 kg 6.0 kg Wt of Mold 4.2kg 4.2 kg 4.2 kg 4.2 kg 4.2 kg Volume of mold (m³) 0.00094 0.00094 | 0.00094 | 0.00094 0.00094 B. Water Content Determination Test Number 1 2 4 Wt. of Container+ Wt. of wet soil 42.4 g 42.1 g 40.3 g 52.7 g 56.2 g Wt. of Container+ Wt. of dry soil 40.9 g 39.9 g 37.7 g 47.0 g 48 Wt. of Container 14.5 g 14.6 g 13.7 g 12.9 g 14.0 g a. Compute the max. Dry unit in KN/m³ b. Compute the optimum water content in % c. Compute the degree of saturation at the optimum moisture content if the specific gravity of soil is 2.70. Plot moisture content versus dry unit weight.

3. Given below the tabulated result in the field of compaction test. A. Unit Weight Determination Test Number 1 4 Wt. of Mold + Compaction Soil 5.9 kg 6.2 kg 6.3 kg 6.1 kg 6.0 kg Wt of Mold 4.2kg 4.2 kg 4.2 kg 4.2 kg 4.2 kg Volume of mold (m³) 0.00094 0.00094 | 0.00094 | 0.00094 0.00094 B. Water Content Determination Test Number 1 2 4 Wt. of Container+ Wt. of wet soil 42.4 g 42.1 g 40.3 g 52.7 g 56.2 g Wt. of Container+ Wt. of dry soil 40.9 g 39.9 g 37.7 g 47.0 g 48 Wt. of Container 14.5 g 14.6 g 13.7 g 12.9 g 14.0 g a. Compute the max. Dry unit in KN/m³ b. Compute the optimum water content in % c. Compute the degree of saturation at the optimum moisture content if the specific gravity of soil is 2.70. Plot moisture content versus dry unit weight.

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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