Classify Soil C (group classification and group index) using AASHTO method.SOIL SAMPLESIEVENO.DIA. (mm)AВ# 44.7690100100# 82.388890100# 102867798# 200.84845992# 400.42825684# 600.25805479#1000.15785175#2000.075764872Characteristics of # 40 fractionLL382850PL3045

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Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO. DIA. (mm) A B C # 4 4.76 90 100 100 # 8 2.38 88 90 100 # 10 86 77 98 # 20 0.84 84 59 92 # 40 0.42 82 56 84 # 60 0.25 80 54 79 #100 0.15 78 51 75 #200 0.075 76 48 72 Characteristics of # 40 fraction LL 38 28 50 PL 30 45 00

Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO. DIA. (mm) A B C # 4 4.76 90 100 100 # 8 2.38 88 90 100 # 10 86 77 98 # 20 0.84 84 59 92 # 40 0.42 82 56 84 # 60 0.25 80 54 79 #100 0.15 78 51 75 #200 0.075 76 48 72 Characteristics of # 40 fraction LL 38 28 50 PL 30 45 00

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
Situation 1 A sample of soil has the following grain-size * SOIL CLASSIFICATION characteristics: 100 Percent Passing • TRIANGULAR CLASSIFICATION CHART (by USDA) USDA= U.S. DepaArtment of Agriculture Size (mm) 10 2.000 100 90 0.075 74 20 Procedure: 0.05 60 80 ldentify % of soil components % gravel % sand % slt 0.005 32 30 100% % Passingz.00omm % Passing200omm – %Passing o-o5omm 70 0.002 15. Clay 40 Determine the following: 1. Percentage of silt Classification of the soil using the Triangular 60 % Passing o.osomm % Passing oco2mm Plot the % sand, % sılt, and %clay on ther respective aves on the triangular dhart by projecting lines pependicular to the axes. % Passng o.002mm 0%. %3D % clay 50 2. 50 Silty clay Sàndy clay Classification Chart. 60 40 `Clay loàm Soil Silty clay loam 70 30- Sandy clay loam 3 The point ofintersection of those lines is taken as the appropriate soll classification. 80 20 - Loàm Silty lóam 90 Notes: 10 Loamy Sandy loam soil component Sand sand Silt particle size…
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 ->
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 90 100 100 a. Classify soil sample A using USCS Method b. Classify soil sample B using USCS Method c. Classify soil sample C using # 8 2.380 64 90 100 #10 2.000 54 77 98 #20 0.840 34 59 92 # 40 0.420 22 51 84 #60 0.250 17 42 79 USCS Method #100 0.149 9. 35 70 #200 0.074 4 33 63 LL 46 47 PL 29 24
A Classify the soil samples shown below using AASHTO and USCS systems: Sieve No. 4 10 20 40 60 100 200 LL PL A - 68.5 - 36.1 21.9 34.1 16.5 Soil, % passing B . 79.5 69.0 - 54.3 53.5 31.6 C 69.3 59.1 48.3 38.5 28.4 19.8 4.5 Non-plastic (NP)
SITUATION 3 Classify the soil samples shown below using AASHTO and USCS systems: SIEVE NUMBER SOIL, % PASSING A B C 4 69.3 10 68.5 79.5 59.1 20 48.3 40 36.1 69.0 38.5 60 28.4 100 19.8 200 21.9 54.3 4.5 LL 34.1 53.5 NON-PLASTIC PL 16.5 31.6 NON-PLASTIC
Help me answer the problem question and write it on paper with a complete solution and box the final answer with their unit. Thank you again. Take note: I attach a photo of AASHTO Classification System just an additional guide only to classify soil sample A and B. Thank you.
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
FROM THE GIVEN DATA, SHOWS A SIEVE ANALYSIS OF SOIL SAMPLES A, B, AND C. (PLEASE HEEEEEEELP!!!!) A.) Classify the soil sample A using USCS Method. B.) Classify the soil sample B using USCS Method. C.) Classify the soil sample C using USCS Method.
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
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
Situatlon 02. In the soil report gathered in a construction site, the engineer observes the water flow of the soil on site to test the bearing capacity of that portion of a land to whether it is feasible to construct a commercial building in that area. The following data were gathered. DAY 05 2.66 2.30 1.67 11 01 02 03 04 06 07 08 09 10 0.13 12 RAINFALL, in 1.20 EVAPORATION, 0.20 0.20 0.13 1.55 1.40 0.12 0.12 in WATER LEVEL, 6.24 | ft 5.33 The project site has a total lot area of 39.120 square meters, and the soil analysis was measured 7ft below the ground. In the site development analysis, nearby soil is observed as incapable of percolation and infiltration. Compute the total water outflow in the given area in cfs.