Classify Soil D (group symbol and group name) using USCS method:SOIL SAMPLESIEVENO.DIA. (mm)A3/8"9.52100988998# 44.7646554858# 838424550# 1040444342#141.4343532#200.8528212621# 600.2525202319#1000.1520181917#2000.075789.6.Characteristics of #40 fractionLL41503825PL3020242235502.2.%23

Following is required classification for soil D :

Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A B C 3/8" 9.52 100 98 89 98 # 4 4.76 46 55 48 58 # 8 2.38 42 50 45 50 # 10 40 44 43 42 #14 1.4 34 35 35 32 %23 %23

Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A B C 3/8" 9.52 100 98 89 98 # 4 4.76 46 55 48 58 # 8 2.38 42 50 45 50 # 10 40 44 43 42 #14 1.4 34 35 35 32 %23 %23

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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2. For the given data, shows a sieve analysis of soil samples A,B, and C. Diameter Soil A Soil B Soil C Sieve No. (mm) %Passing %Passing %Passing # 4 4.760 100 90 100 a. Classify soil sample A using AASHTO Method #8 2.380 97 64 100 #10 2.000 92 54 98 b. Classify soil sample B using AASHTO Method c. Classify soil sample C using #20 0.840 87 34 92 # 40 0.420 53 22 84 #60 0.250 42 17 79 AASHTO Method #100 0.149 26 9. 70 # 200 0.074 17 4 63 LL 35 47 PL 20 24
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ZVo @ e l:11 LTE zain IQ Iı. elearning7.uokufa.edu.iq A Question 3 Not yet answered Marked out of 30 P Flag question For a soil sample in a natural condition, void ratio (e) is 0.67, degree of saturation (S) is 75%, Gs=2.7, calculate: a) dry unit weight b) total unit weight c) saturated unit weight d) initial water content and water content at saturation. f) if the void ratio was reduced to 0.5, what will be the final specific gravity. a. 15.86 kN/m3, 18.81 kN/m3,19.79 kN/m3,0.186,0.248, 2.7 respectively b. 15.86 kN/m3, 18.81 kN/m3,19.75 kN/m3,0.166,0.248, 2.7 respectively c. 15.84 kN/m3, 15.46 kN/m3,15.26 kN/m3,0.186,0.248, 2.7 respectively d. 15.86 kN/m3, 15.86 kN/m3,15.86 kN/m3,0.166,0.238, 2.67 respectively ->
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Direction: a. Computation must be complete. Problem SOIL TESTING SUMMARY SAMPLE SIEVE NUMBER 10 30 40 60 VALUES OF Deo, Dio, and Did PARAMETER Dao (mm) Dec (mm) D₁ (mm) 100 120 200 PAN explain your answer. 3. % RETAINED 01 0.3 11 19.4 47.8 6.4 14.8 9.8 SAMPLE No. 1 0.211 0.146 0.076 LL 61 PL REQUIRED: a. Classify the soil using Unified Soil Classification System (USCS) 1 What is the main type of the soll? 2 is the soll sample above or below the A-Line? Aside from using the plasticity chart, What is the group symbol of the soil? What is the group name of the soil? Provide plotting in the plasticity chart and flowchart in the solution. b. AASHTO. Provide Table and plasticity chart in the solution. 52
l JAWWAL 8:47 AM @ 90% Done Edit Three samples, denoted by Soil A, Soil B, and Soil C, were collected from three locations. The results of soil sample analysis are shown in the figure. The sorting coefficient for Soil B is close to of 100 Soil A Soil B Soil C stion 80- 60- 40 20- 0m T 100 0.1 0.01 10 Particle size (mm) Select one: O a. 1.3 b. 2.6 c. 5.5 d. 3.9 More Percent finer O O O Cengage Leaming 2014
?What is the percentage of retained in the "pan" of the under sieving system 52 72 100 150 200 300 295 211 152 104 15 25 Mesh number Sie um),d Ws tained e) s 25 40 0,9 O 50 O 100 O 50 45 O 100 O 15 O 40 O 70 O
Q3/ Classify the following soils into Unified System: Sieve No Diameter (mm) % Passing Soil A 3/8" 9.5 100 4 4.75 100 25 0.599 100 52 0.295 95 100 0.152 69 200 0.076 56 0.03 43 0.01 40 0.005 38 0.002 31 L.L 55 P.L 25 Knowing that D60=9.5, D10=0.599, D30=2.411