In the figure below, soil B is Percent finer by weight 100 90 20 10 80 70 FINES = == Fine #200 0 0.001 0.01 0.1 A a coarse-grained soil (B) a fine-grained soil (C) a rock fragment E SAND GRAVEL Medium Coarse Fine #4 Particle size (mm) C2011 Education 1 C B Coarse 3" 10 10 100

Q: ii) using USDA system iii) using AASHTO system

A: To determine Percentage of Gravel, sand, silt and clay in the soil sample. Using MIT system. Using…

Q: Q1: Classify the below soil according to Unified Soil Classification System (USCS) and .the AASHTO…

A: The fines proportion of the given soil is 10%. So, the proportion of the fine is more than 5% and…

Q: Take water content as 50% and G =2.8

A: Given data : Water content (w%)=50%Specific gravity (G)=2.8It is given that soil is saturated it…

Q: e results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760…

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Q: Sieve Soil A Soil B 3/4 in. 100 3/8 in 95 No. 4 85 --- 100 75 16 94 63 30 70 51

A: Data given Sieve Sieve size (mm) Percentage Finer Soil A Soil B 3/4 in 19   100 3/8 in 9.5…

Q: The results of the sieve analysis of a non plastic soil is tabulated below. Classify the soil…

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Q: Find the missed data and give the result of Fineness Modulus of sample soil data given below. Weight…

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Q: Determine the percentage of Clays based on AASHTO Soil classification system for the grain-size…

A: First draw grain size distribution curve in semi log graph between sieve size on x axis and % finer…

Q: For the soil sample given below, the name of it should be Laccording to plasticity chart: LL = 8 PL…

A: Here plasticity idex = 0.10 it is not clay .but some traces of clay present along with the inorganic…

Q: Given the gathered data in sieve analysis of a soil sample; 1. Classify the soil using USDA 2.…

A: Given Sieve number, sieve size, percentage Passing through each seive sizes. Liquid limit LL,…

Q: A liquid limit test on a clay was performed with the following results. The natural water content of…

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Q: LL=25% PI=15%   a. D10, D30, and D60 b. Uniformity coefficient, Cu

A: Sieve   Mass  % Cumulative % Cumulative % No Sieve size Retained mass Retained Retained Passing…

Q: Which of the following nearly gives the %gravel of Soil B using AASHTO? which of the following…

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Q: 2.2 U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35…

A: Sieve analysis is given for a soil. The particle size distribution curve can be drawn for the soil…

Q: Question 1 A sieve analysis of a soil sample gives the following results. particle size/mm mass of…

A: The given data is shown below: The total mass of the soil sample is 500g.

Q: find the type of given soil data if LL = 20, PL=15 1- by AASHTO method 2- by Unified method sieve…

A: Certainly! Here's the answer rephrased in another way:---Step 1  Here is the revised answer with all…

Q: The indicative properties of soil types A, B, and C were determined as follows: soil cil soil b 35%…

A: Soil ASoil B Soil CProperties49 %35%60%Liquid limit26%20%28%plasticity limit35%25%43% % Of…

Q: No. 200 sieve 100 80 Soil A Soil B 60 Figure 5.9 gives the grain-size distribution of two soils. The…

A: For soil A: Refer the grain size distribution curve, D10=0.09D30=0.15D60=0.2 It is required to…

Q: i) Plot the grain size distribution curve on the log graph that has been provided (Figure 2b).…

A: Given data,

Q: For a given soil, the following are known: Percentage passing 75 mm sieve = 100 Percentage passing…

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Q: Q2- Classify the soil of following properties according to Unified and Textural Classification…

A: given: L.L=40%P.L=35%

Q: 2. Following are the results from the liquid and plastic limit tests for a soil. LIQUID LIMIT TEST…

A: As stated by the student , i am solving problem 2 Given: Liquid limit test data and plastic limit =…

Q: The soil particles of a sample of clay has perfect shape of diameter 'd'. The particles are stacked…

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Q: Subject: soil mechanics Please help me. Urgent This is not an assignment question Thank you

A: size(mm) cumulative percentage finer %finer 2.00 100 100-74=26 0.075 74 74-60=14 0.05 60…

Q: The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760…

A: Given Seive size and Percentage Passing through each seive. To Determine Classification of soil…

Q: The following results were obtained by a mechanical sieve analysis. classify the soil using the…

A: Given :- Sieve analysis % passing by weight is as follows: No.4 = 100% No. 40 = 70% No.200 = 30%…

Q: 3. The grain-size analysis for a soil is given next: Sieve No. 4 10 20 40 60 100 200 % Passing 94 63…

A: Given: LL = 23% PL = 19% Sieve No. 200 Percentage passing = 3%

Q: • Problem 3- From the following data of the grain size analysis Sieve size #4 #8 # 10 #25 #60 # 100…

A: To Determine :- a) Cu & Cc b) classify the soil using USCS soil classification system.

Q: A. Answer in True or False 1. A soil has a Cu =1, then it is considered as a poorly graded soil. 2.…

A: Given questions are from soil engineering .  Note  According to the company rules i am able to…

Q: U.S. Sleve No. 4 10 20 40 80 200 Percent passing 100 90 64 38 18 13 % For this soil, LL = 23 and PL…

A: Solution: a) AASHTO Soil Classification System Since 13% of the soil passes through the No. 200…

Q: Sieve analysis was performed on a 1.565 lb dry soil sample "SAND 1", and the following data was…

A: sieve(in)diameter(mm)mass of sieve(lb) m1mass of sieve+retained soil(lb) m2mass retained(m2-m1)%…

Q: A soil sample from a certain excavation has the following grain size characteristics; Sieve size…

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Q: Using Unified Soil Classification System, determine the following: (a) Coefficient of Gradation (b)…

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Q: Determine its classification using USCS.   ML

A: USCS soil clsssification:Step1:Look at the % passing through sieve no 200=64>50%⇒FINE GRAINED…