The particle characteristics of a soil are given below. Size (mm) Percent finer ( % ) 0.850 100 0.425 95.5 0.250 92.7 0.150 85.8 0.075 74.0 0.040 65.8 0.020 54.8 0.010 47.0 0.006 40.8 0.002 33.0 Find the percentages of gravel, sand, silt, and clay according to the AASHTO system. (Enter your answers to two significant figures.) Fraction Grain size (mm) Percentage (%) Gravel 76.2 to 2 Sand 2 to 0.075 Silt 0.075 to 0.002 Clay <0.002

The particle characteristics of a soil are given below. Size (mm) Percent finer ( % ) 0.850 100 0.425 95.5 0.250 92.7 0.150 85.8 0.075 74.0 0.040 65.8 0.020 54.8 0.010 47.0 0.006 40.8 0.002 33.0 Find the percentages of gravel, sand, silt, and clay according to the AASHTO system. (Enter your answers to two significant figures.) Fraction Grain size (mm) Percentage (%) Gravel 76.2 to 2 Sand 2 to 0.075 Silt 0.075 to 0.002 Clay <0.002

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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Use the table and the curve of the particle size distribution and answer the following questions: 1. What is the percentage of the soil retained on * ?sieve# 4O Percent opening passing (finer) Sieve Sieve 100 No. 90 (mm) 80 3" 75 100.0 70 * 60 * 50 4 4.75 80.1 10 2 74.8 40 20 0.85 57.0 30 30 0.6 47.1 20 40 0.425 33.9 10 60 0.25 7.4 140 0.106 3.4 0.01 0.1 1 10 100 200 0.075 1.6 Particle size (mm) Pan (a) 33.9 % C (b) 47.1% O (c) 52.9 % (d) 66.1 % Percent finer by weight
Please solve number 3. Thank youu
The following results were obtained by a mechanical sieve analysis. classify the soil using the Unified Soil Classification System. Sieve analysis % passing by weight is as follows: No.4 = 100% No. 40 = 96% No.200 = 52% Liquid Limit= 29 Plastic Limit = 11
Problem A: For questions 1 to 7. In the given results of the sieve analysis of a soil. Calculate the following; U.S. Opening Mass Sieve (mm) Retained, grams 4 4.75 10 2.00 21.6 20 0.850 49.50 40 0.425 102.60 60 0.250 89.10 100 0.150 95.60 200 0.075 60.4 Pan 31.2 Sum 1) For the problem above the most probable value for D10=. a) 0.15 mm 2) For D30 =_ a) 0.17 mm 3) For Dso = ? a) 0.27 mm 4) The Uniformity coefficient will be ? a) 4.56 5) The Coefficient of Gradation is? a) 0.90 6) The particle size distribution curve is what type? a) Gap-graded 7) Using the AASHTO system what is the percentage of sand? a) 6.90 b) 0.25 mm c) 0.67 mm d) 0.09 mm b) 0.27 mm c) 0.185 mm d) 0.03 mm b) 0.41mm c) 1.05 mm d) 0.21 mm b) 4.78 c) 3.98 d) 4.21 b) 0.93 c) 0.96 d) 1.15 b) Poorly Graded c) Well-graded b) 4.88 c) 72.90 d) 88.30
Determine the group symbol using the Unified Soil Classification System. Explain every step and criteria that you considered that lead to your final choice of classification.
Correct answer please.
The following results were obtained by a mechanical sieve analysis. classify the soil using the Unified Soil Classification System. Sieve analysis % passing by weight is as follows: No.4 = 100% No. 40 = 89% No.200 = 65% Liquid Limit= 44 Plastic Limit = 23
The particle size characteristics of a soil are given in the table. Using USDA method, determine: Size (mm) Percent Finer 4.75 98 0.85 95 0.044 36 0.033 32 0.0062 19 0.0025 9. 0.0011 1. Percentage of gravel (in 4 decimal places) 2. Percentage of sand (in 4 decimal places) 3. Percentage of silt (in 4 decimal places) 4. Percentage of clay (in 4 decimal places)
The particle characteristics of a soil are given below. Size (mm) Percent finer (%) 0.850 100 0.425 93.7 0.250 89.0 0.150 81.3 0.075 67.6 0.040 57.8 0.020 47.8 0.010 40.8 0.006 35.4 0.002 29.0 Find the percentages of gravel, sand, silt, and clay according to the MIT system. (Enter your answers to two significant figures.) Fraction Grain size (mm) Percentage (%) Gravel >2 Sand 2 to 0.06 Silt 0.06 to 0.002 Clay <0.002 3.
No.3
Question 5 The results of the particle-size analysis of a soil are as follows: Percent passing the No. 10 sieve = 100 %3D Percent passing the No. 40 sieve = 80 • Percent passing the No. 200 sieve = 38 The liquid limit and plasticity index of the minus No. 40 fraction of the soil are 40 and 15, respectively. Compute the group index. A) 1.75 1.0 2.5 2.0
The moist weight of 5.56 x 103 m³ of a soil is 120.3 x 10³ kN. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 10 % and 2.6, respectively. Calculate the following: a. Moist unit weight. (Enter your answer to three significant figures.) Y = kN/m³ b. Dry unit weight. (Enter your answer to three significant figures.) Yd= kN/m³ c. Void ratio. (Enter your answer to three significant figures.) e