Table 1-Sieve Analysis ResultsRetained Cumulative Cumulativeretained (%) passing (%)Sieve andsoil mass(g)550RetainedOpeningSize (mm)SieveMass (g)by sieve(%)Sieve no.soil mass(g)550100in.1952477825425.425.474.682.36392112072872.898.21.82000.075383401181.8100containerralagrapnSt2) What is the passing rate of 1mm soil size?3) What is the percentage of fine sand in your sample?

Table 1- Sieve Analysis Results Sieve and Retained Retained Cumulative Cumulative Opening Size (mm) Sieve Mass (g) by sieve retained (%) passing (%) soil mass soil mass (g) Sieve no. (%) (g) 550 550 100 in. 19 524 778 254 25.4 25.4 74.6 2.36 392 1120 728 72.8 98.2 1.8 200 0.075 383 401 18 1.8 100 10 container ralagrapn 2) What is the passing rate of 1mm soil size? 3) What is the percentage of fine sand in your sample?

Table 1- Sieve Analysis Results Sieve and Retained Retained Cumulative Cumulative Opening Size (mm) Sieve Mass (g) by sieve retained (%) passing (%) soil mass soil mass (g) Sieve no. (%) (g) 550 550 100 in. 19 524 778 254 25.4 25.4 74.6 2.36 392 1120 728 72.8 98.2 1.8 200 0.075 383 401 18 1.8 100 10 container ralagrapn 2) What is the passing rate of 1mm soil size? 3) What is the percentage of fine sand in your sample?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

7. Find the grain-size (gradation) distribution of the following: a. Original dry mass of sample 600 g b. The sample was then washed and graded. The weigh retained in each sieve is provided below. i. Retained in No. 16 (1.18 mm) ii. Retained in No. 100 (150 μm) iii. Retained in No. 200 (75 μm) iv. Retained in Pan 305.3 g 127.9g 76.4g 3.8g c. How would you classify this aggregate? Please select one from the list below and justify your answer a.- Open graded b.- Well graded c.- Gap graded
up to 120221 (Compatibility Mode] - Word References Mailings Review View Help Nitro Pro V Tell me what you want to do A A Aa E E-E EE T T 2 T AaBbCcl AaBbCcI AABBCCI A A、ッ、A 前,, Emphasis T Heading 1 I Normal Paragraph Styles 1. Q. The following results were obtained from a CBR test on a compacted subgrade soil. Calculate the CBR value for the soil. Do you recommend to use it as subbase? Illustrate your answer? Penetration (mm) Load (KN) 0.625 0.15 1.25 0.18 1.875 0.40 2.5 0.73 3.75 1.32 1.80 7.5 2.34 10 2.53 12.5 2.91 Standard Loads: 2.5 mm .... .13.36 KN 5.0 mm 19.96 KN tes) lenovo
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
1. Fineness modulus of the aggregate Weight Retained Individual Cumulative Percent Sieve (g) Percent Percent Passing 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5 O a. 2.96 O b. 2.76 O c. 2.54 O d. 2.34
1. Fineness modulus of the aggregate Weight Retained Sieve Individual Percent Cumulative Percent Percent Passing (g) 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5
SITUATION 2: From the following data of a given sieve analysis: Sieve No. # 4 Opening Percent (mm) 4.76 2.38 2.0 0.71 0.25 0.149 0.074 passing 90 #8 #10 #25 # 60 #100 # 200 64 58 30 22 10 4 9. Determine size(D10). а. 0.20 с. 2.0 10. Determine Cu. а. 10 C. 20 the effective grain b. 0.15 d. 0.09 b. 15 d. 5
4 7 l. 12:33 التدرج الحبيب. . . HW1 HOMEWORK 1 We made sieve analysis for a soil sample, we had these results, complete the table. Sieve opening Wt. retained on Accumulative wt. % of Sieve no % of passing wt. (mm) 4.76 each sieve (gm) (gm) accumulative wt #4 2.38 #20 0,84 88.5 #40 0.42 77.9 #100 0.149 161.6 4200 0.074 29 pan 67.6
Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the results on a semi-log graph (you may use the attached chart, or graph in Excel and include with your submission). Then, characterize the gradation of the material. b) Calculate the values of D10, D30, D60, Cu, and Cc c) If the LL is 48 and the PL is 26, determine the USCS classification of the soil, and state its suitability for the purpose stated in the scenario.
Data sheet Class .... Name...... Group No. 1. gypsum fineness: Weight of sample before sieving (W1) = 100 g Weight of the passed gypsum (in the pan) (W2) = 94 g Fineness, % = Signature: 2. Standard consistency: Weight of dried gypsum (W1)= 1000 g Weight of the empty graduated tube (W2) = 184 g Weight of the tube contain the water (W3)= 395 g Weight the remaining gypsum from (W1) after prosing (W4) = 558 g Normal (standard) consistency, % = Signature:
The following data is the result in performing the ASTM C128, Determine the Bulk Specific Gravity Mass of Pycnometer Mass of pycnometer filled with 250.00 1,160.00 water Mass of SSD sample 900.00 Mass of pycnometer with 1,724.00 specimen and water Mass of oven-dried sample 895.00 A None of the above B) 2.66 c) 2.68 D) 2.70
The following data was obtained from sieve analysis test Sieve No. Sieve Mass of Mass of sieve opening (mm) empty sieve (g) + retained soil (g) 4 4.75 754.4 773.44 8 2.36 696.56 745.44 16 1.18 624.6 667.7 30 0.6 575.49 616.23 50 0.3 531.01 606.63 100 0.15 521.65 729.33 200 0.075 502.72 562.83 pan 484.73 489.18 Total weight equals 500 g 1) complete the table to calculate the percentage finer 2) draw the grain size distribution curve on semi-log scale paper 3) calculate D10, D30, D60 , Cu and C. 4) classify the soil
The following data are the results of a sieve analysis. Detemine the percentage retained on sieve #200. Mass of soil Sieve no. Opening retained (mm) on each sieve 4 4.75 10 2 18.5 20 0.85 53.2 40 0.425 90.5 60 0.25 81.8 100 0.15 92.2 200 0.075 58.5 Pan 26.5 Select one: а. 94 b. 58 c. none of the choices d. 27 е. 38