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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A sample o f soi l compacte d accordin g t o a standar d Proctor test ha s a unit weight of 130.9 lb/ft 3 at 100 % compaction and at optimum water content o f 14% . What is the dryunit weight? If the voids become fille d with water what would be the saturated unit weight?Assume Gs = 2.67.
The table below shows the results of CU test for a soil sample (h=76 mm, and D= 38 mm), Find the X value, if you know the decrease in VO=2.5 % in consolidation stage. Shearing stage (ho=75 mm) Axial dial gauge reading (F=0.01 mm/div.) Corrected area mm 30 75 120 no one O 1133 mm2 1105 mm2 O 1110 mm2 O 1176 mm2
the results of the sieve analysis done on a soil are shown below. Determine its classification using USCS. a. None of the above b. ML c. MH d. CL e. CH
Table 1 below is the result of compaction results. Please evaluate the correct combination of missing data. Table 1: Compaction test results Water content (%) 8.00 III IV Bulk Density II 2.35 2.09 (Mg/m³) Dry Density (Mg/m³) 1.89 2.08 1.76 || A B Answer A B с D I 5.00 1.87 I 1.68Mg/m³ 1780kg/m³ 1.80Mg/m³ 1.78Mg/m³ 2.04Mg/m³ 2.08Mg/m³ 2080kg/m³ 2040kg/m³ III 13% 11% 12% 13% 16.00 2.20 1.90 IV 19% 20% 19% 19%
SG is 2.66 and temperature is 18 degrees celcius
Show solution for prob 4
Answer 4.8
Soil mechanic
No.3
Not interested in the calculations, just want to see the graph so please display that for me instead of the e calculations. Note) For soil sample in Table 2, initial thickness of sample = 14.31 mm, sample area = 2827.433 mm^2 , dry weight measured at the end of test = 52.53 g, specific gravity = 2.7. (Please draw graph possible) Also Determine the compression index and expansion index using graph