SITUATION 1 The sieve analysis of three soils and the liquid and plastic limits of the fraction passing no.40 sieve are given below. Classify each soil using AASHTO classification system. ( Sieve Analysis Sieve No. Diameter Percent Finer (%) (mm) A 4.750 90 100 100 8 2.360 64 90 100 10 2.000 54 77 98 20 0.850 34 59 92 40 0.425 22 51 84 60 0.250 17 42 79 100 0.150 9. 35 70 200 0.075 33 63 Characteristics of fraction passing no.40 sieve LL 35 46 47 PL 29 29 24
Q: L 40 PL 30 Determine its classification using USCS.
A: soil is classified as MI
Q: Question 40 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO…
A:
Q: The sieve analysis of six soils and the liquid and plastic limits of the fraction passing through…
A: As per our guidelines, we are supposed to solve for the first three sub-parts, kindly submit others…
Q: ) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method.…
A:
Q: 3.1 The results of particle size analyses and, where appropriate, limit tests on samples of four…
A: “Since you have asked multiple question, we will solve the first question for you. If you want any…
Q: The sieve analysis of three soils and the liquid limits and plastic limits of the fraction passing…
A: Group index value: 0≤G.I≤20.. so when you get negative value , G.I = 0 when you get more than 20…
Q: For the sieve analysis test, the following data is obtained. Draw the grain size distribution curve…
A: Plot the grain size distribution curve.
Q: 2. The following laboratory test results for Atterberg limits and particle-size distribution (sieve…
A:
Q: 1. The sieve analysis of three soils and the liquid and plastic limits of the fraction passing No.…
A: Solution: Classify the given soil using AASHTO classification system For Soil sample A: #10 = 98%;…
Q: 5. The results of a particle size analysis of a soil are given in the following table. The Atterberg…
A: We are authorized to answer three subparts at a time, since you have not mentioned which part you…
Q: Q.11.19 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…
A:
Q: The following are the results of a sieve and hydrometer analysis Analysis Sieve Number Grain size…
A: Given- Result of a sieve and hydrometer analysis. To find - (A) Draw the grain size distribution…
Q: The sieve analysis, and the liquid and plastic limits of the four soils are given below. Using the…
A:
Q: Let us assume that a soil sample taken in the field is taken and it must be identified by the SUCS…
A:
Q: Sieve Analysis Mass Retained Diameter The following (grams) are the Sieve No. (mm) B results of a…
A: Given We have Two types of soil samples One is -A Other one is - B We have to classify the soils…
Q: 1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil retained (g) 4 10…
A:
Q: Q.3.10 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…
A:
Q: Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves…
A:
Q: AASHTO Soil Classification System Sieve Opening (mm) Weight Retained 2. The table shows the…
A: The soil classification system involves grouping soils with a similar range of properties (chemical,…
Q: Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The…
A:
Q: The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: he given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables…
A: iLook at the % passing through the sive 200=33<35% so granular soil
Q: eve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100
A: Step1:Look at the % passing through sieve no 200=4<50%⇒COARSE GRAINED SOIL
Q: Complete the following table and draw the Soil Gradation Curve for the given soil. Calculate Cc and…
A: The given table is shown below: Sieve Amount retained (g) Cum Amount Retained (g) Cumulative %…
Q: Q3- A sieve analysis on soil sample showed the following results; Size, mm T2 4.75 2.00 0.84 0.42…
A: Solution Given Data Size, mm 12 4.75 2.00 0.84 0.42 0.25 0.15 0.075 0.001 % finer 100 63 57 49…
Q: U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10…
A: KINDLY NOTE, as per our company guidelines we are supposed to answer only first sub-parts. Kindly…
Q: Sieve No. Diameter (mm) Percent Passing 4 4.76 100 8 2.38 97 10 2.00 92 20 0.84 87 40 0.42 53 60…
A: Given Seive No, Diameter of particle and percentage Passing through each seive sizes. Plastic limit…
Q: Determine the percentage of Silts and Clays based on USCS for the grain-size characteristics of a…
A: First need to draw grain size distribution curve in semi log graph between sieve size on x axis and…
Q: Question 1 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO…
A:
Q: Q#1 The following are the results of different tests on soil samples are provided in the following…
A:
Q: analysis: Determine the percentage of silt and clay based on USCS. Round off your answer to two (2)…
A:
Q: Q. No 1. Solve the following example for D10, D30, D60, coefficient of curvature and coefficient of…
A: Given data: Reg. No. = 4974 The sieve analysis table is shown below:
Q: Soil Percent passmg sieve Liquid plasticity sample No 10 No 40 No 200 75 Limit Index 100 25 35 15…
A: AASHTO is generally a Soil Classification System that divides soils into seven different groups,…
Q: Question 2 The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil…
A: Given Sieve No, seive diameter, Percentage Passing of soil A through each seive sizes. To Determine…
Q: Mechanical analysis on four different samples designated as A, B, Cand Dwere carried out in a soil…
A:
Q: Question 1 The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil…
A:
Q: Q/ For the given sieve analysis test of a soil sample, find the following: 1. The percentage of soil…
A: (1)
Q: subject: Geotechnical Engineeringbook: principle of foundation engineering - Braja M Das
A: Soil A with a hump indicates that some of the intermediate size particles are missing. This type of…
Q: The following data is from a sieve analysis, Sieve No. Mass Retained 4 8. 20 16 25 25 33 50 45 80 38…
A:
Q: and graphs. Given the sieve analysis data below, complete the table ar a) Plot the grain-size…
A:
Q: The table shows the laboratory result of the sieve analysis of the sample. Determine the percent…
A:
Q: e following results were obtained by a mechanical sieve analysis. classify the soil using the…
A: Given:- LL=29 PL=11 No.4=100% No. 40 = 96% No. 200 = 52 % To find:- Type of soil using USCS system
Q: 2. The following data were recorded during particle size analysis tests in the laboratory. Plot the…
A: An analytical technique called sieving is used to determine the particle size distribution of…
Q: Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil…
A:
Q: Q5) A: Laboratory test results on the soil (L,L=35% and P.L=21%) is given in the following Table…
A: (A) Unified soil classification system:given by casagrandefrom laboratory test resultliquid limit…
Q: The sieve analysis data for a granular soil are given below. NES LECTUREY % passing 19 mm sieve =100…
A:
Q: The table shows the laboratory results of the sieve analysis of a sample. Plot the grain size curve…
A: Given - The table shows the laboratory results of the sieve analysis of a sample. Plot the grain…
Q: Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil…
A:
Q: Q.2.04 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…
A:
Step by step
Solved in 7 steps with 7 images
- The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 96 6 2.380 91 10 2.000 89 20 0.840 85 40 0.420 81 60 0.250 78 100 0.149 67 200 0.074 64 LL 40 PL 30 Determine its classification using USCS. ML MH None of the above CL CHThe result of sieve analysis of three soils is given next. It is required to classify these soils according to the AASHTO Classification System. Use the attached AASHTO Classification of Highway Subgrade Materials Table. Sieve Analysis Sieve Diameter, Percent Passing Number mm. A В C 4 4.76 2.38 90 100 100 8 84 90 100 10 2 72 77 98 20 0.84 66 59 91 40 0.42 58 50 85 60 0.25 50 42 79 100 0.149 44 36 70 200 0.074 38 33 63 LL 42 46 47 PL 23 29 24 What is the classification of Soil A? What is the classification of Soil B? What is the classification of Soil C? EDIA The results of the particle-size analysis of the soil are as follows: Percent passing No. 10 sieve = 100; Percent passing No. 40 sieve = 80; Percent passing No. 10 sieve = 58. The LL and PI of minus No. 40 fraction of the soil are 30 and 10 respectively. Classify the soil by AASHTO system.Justify your answer. provide fbd a.A-6 (5) b.A-5 (6) c.A-4 (5) d.A-7-6 (20)
- 47.) The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 31 60 0.250 20 100 0.149 18 200 0.074 4 LL 60 PL 40 Determine its classification using USCS. GW SP None of the above SW GPFrom your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES Liquid Limit 60 H 0.010 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine HOT SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Course Fine Coarse #4 10.000 Classify the soils H, I, J and L using 1) USCS Classification 2) AASHTO Classification 3" 100.000 I LLII. I|Laboratory testing was performed on two soil samples (A and B). (a) Determine the USCS classification symbol for Sample A. (b) Determine the AASHTO classification for Sample B. Sieve No. Sieve Opening (mm) A- Percent Passing B - Percent Passing 3 inch 76.2 100 1.5 inch 38.1 98 0.75 inch 19.1 96 4 4.75 77 100 10 2.00 96 20 0.85 55 94 40 0.425 73 100 0.15 30 200 0.075 18 55 Liquid Limit 32 52 Plastic Limit 25 32 A Silty Clay (CL) sample was extruded from a 6-inch long tube with a diameter of 2.83 inches and weighed 1.71 lbs. (a) Calculate the wet density of the CL sample. (b) A small piece of the CL sample had a wet weight of 140.9 grams and a weight of 85.2 grams after drying. Compute the water content. (c) Compute the dry density of the CL sample A Standard Proctor test was performed on a soil with a specific gravity of 2.71. For the water content and wet soil unit weight in the following table: a) Plot the moisture-dry unit weight curve b) Find the maximum dry density and optimum…
- From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% Soil Sample Identification 0% 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course 0.100 Particle size (mm) 1.000 #4 danastants GRAVEL Fine 10.000 Coarse 3" 100.000PROBLEM 7: The laboratory results of a soil test are as follows: Sieve No. # 4 #10 #40 #200 LL PL Percent passing 100 93.20 81 55 45 17 Find the group index according to AASHTO classification system. Hint: GI = (F-35)[0.20 + 0.005(LL – 40)] + 0.01(F – 15)(PI – 10)2. Based on the USCS, what is the 20 points percentage of the gravel in this sample? * Sieve Percent 100 Sieve 90 opening (mm) passing (finer) No. 80 70 4 4.75 99.0 60 10 2 94.0 50 20 0.85 67.4 40 30 30 0.6 51.4 20 40 0.425 39.4 10 60 0.25 23.4 140 0.106 13.4 0.01 0.1 1 10 200 0.075 2.0 Particle size (mm) Pan O (a) 0 % O (b) 6% O (c) 1% O (d) 32.6% Percent finer by weight
- 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. 52The results of the particle-size analysis of the soil are as follows: Percent passing No. 10 sieve = 100; Percent passing No. 40 sieve = 80; Percent passing No. 10 sieve = 58.The LL and PI of minus No. 40 fraction of the soil are 30 and 10 respectively. Classify the soil by USCS system a. CH b. SP-SC c. CL-ML d. CL-MLAnswer ALL Questions Time: 2 Hours Q3: Classify the following soil by using the Unified soil classification system. Give the group symbols and the group names. Table 1. Sample 1 Grain Size Results (ASTM D422). Table 2. Atterberg Limits Results (ASTM D4318). Sleve No. Dia. (mm) % Passing Sample PL LL % in 12.7 100 G0 40 14 4.75 97 #10 2 94 #20 0.85 84 # 40 0.425 57 #60 0.25 32 140 0.106 15 #200 0.075 100 90 Atterberg Limit Results: LL = 60%, PL = 40% E 80 * 70- 60 - 50 40 30- a 20 10 1 30 a40 100 0.1200 10 80 0.01 Particle Diameter (mm) Answer ALL Questions Time: 2 Hours 70 CH or OH 60 A-line PI = 0.73(LL - 20) Or 50 40 30 CL MH OL 20 or CL-ML OH ML 10 - or OL 10 16 20 30 40 50 60 70 80 90 100 Liquid limit Figure 5.3 Plasticity chart Percent (%) Finer by Weight Plasticity index U-line PI = 0.(LL - 8) O Cengage Learning 2014