Considering broad categories of soil types and commonly used soil sampling tools, please answer the following questions. What type of sampler is used to sample granular soils for Thin-walled or Shelby tube sampler + laboratory testing? What type of sampler is used to sample cohesive soils for Choose... laboratory testing? v Choose...
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: Which of the following is part of the execution of the soil investigation? Select the correct…
A:
Q: You are given the following results from Atterberg Limits testing on a soil sample (PL= 30%, LL =…
A:
Q: What is the difference of the failure plan of soil sample in Triaxial Test and in Direct Shear? And…
A: Solution: The main difference of the failure plan of soil sample in the Tri-axial Test and in the…
Q: what is the relationship between soil particle size and porosity?
A: The proportion of space available in the soil is referred to as porosity. When divided by the entire…
Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…
A:
Q: A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in…
A:
Q: 4. Bisturbed soil samples cannot be used for (a) grain-size analysis. (b) specific gravity of soil…
A: Disturbed soil sample : 1. Disturbed soil samples do not retain the in-situ properties of the soil…
Q: How field identification of clayey soil can be done from silty soil using simpler field tests. Find…
A: Given Data: Percentage of soil passing 75 micron sieve is F=58% Liquid Limit is wL=50% Plastic Limit…
Q: Select the correct answer(s) to the statement, "disturbed soil samples cannot be used for" Select…
A: 1 . here i chooses the best option possible.
Q: A core cutter of diameter 120 mm and 140 mm height is used to determine the in-situ unit weight of…
A:
Q: From a soil gradation curve, it is estimated that D10=0.2mm, D30=0.9mm, D60=4mm. What is the…
A: Soil investigation is the first step that has to be taken before excavation or any other soil work…
Q: THIS TOPIC IS RELATED TO GEOTECHNICAL ENGINEERING Reduction in void ratio is a measure of the…
A:
Q: Given the following Sieve Analysis and Atterberg limits results. Answer the following questions: 1-…
A: Since you have posted a question with multiple subparts, we will solve the first three subparts for…
Q: Q1: Explain the procedure for hydrometer analysis. Use online sources for detail descriptive study…
A: Hydrometer check specimens return from a range of sources, giant bulk samples from a field project,…
Q: 10. Fall cone penetrometer test has been carried out on a sample of fine grained soil and the…
A: Given, Moisture content(%) Cone Penetration (mm) 50.0 16.1 52.1 17.6 54.1 19.3 57.0…
Q: Difference between index properties of a soil and classification tests.
A: Index properties are properties that are not of utmost significance to geotechnical engineers but…
Q: A soil sample is taken from a borehole. Sample diameter is 50mm and length is 250mm. Sample weight…
A:
Q: Lab test results for a soil sample taken from a site are as follows: Bulk unit weight = 19 kN/m3…
A: Given: Y = 19 kN/m3w = 10%, G = 2.6 and Yw= 10 kN/m3
Q: Describe about the Results of triaxial test on samples of a homogeneous soil.
A: The triaxial compression test is used to determine the shear strength of soil. It was developed by…
Q: 1) What are the two primary soil types in geotechnical engineering? Also, what are intermediate…
A: Soils are made up of grains (mineral grains, rock pieces, and so on) with water and air in the gaps…
Q: The particle size analyses for four clay soils particles conducted in geotechnic laboratory are…
A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…
Q: Classify the soil by USCS or AASHTO The following data were reported to a soil sample: Percentage…
A:
Q: Question Answer Calculate the percentage of sand when the 40 second hydrometer reading is 35 g;…
A:
Q: A constant head permeability test is performed on soil that is 2 cm x 2 cm square, and 2.5cm long.…
A:
Q: Ex(1): Standard Proctor Tests was performed for a soil sample, the below data was gotten from the…
A: I have answered only the first 3 parts post other parts separately. thank you To find water conent…
Q: Three kinds of experiments for measuring soil permeability coefficient
A: The following methods were used to measure the coefficient of permeability of fine grained and…
Q: Yiren was given a soil sample which yields the following passing percentage for different sieves.…
A:
Q: Geotechnical Engineering Q: Briefly explain why do we perf
A: Soil Classification categorizes soils according to their probable engineering behavior. By knowing…
Q: PL 20 O Compute the value of uniformity coefficient of soil sample B. 2 Classify what type of soil…
A: From graph :D10=0.18mmD60=2.2mmFind uniformity coeff:Cu=D60D10=2.20.18=12.222
Q: Soil granulation experiment was performed on 2 kg of tested soil and the following results were…
A: Knowing the particle size distribution data, the particle size distribution curve is prepared. It…
Q: True or False? If I am assigned to sample soil for testing, I need to collect samples always at two…
A: If I am assigned to sample soil for testing, I need to collect samples always at two different…
Q: A clay sample volume and weight are 35 cm3 and 0.50 N, respectively. If assume specific gravity as…
A: VT = 35cm3Ws = .50NG = 2.65
Q: The sieve analysis data for a granular soil are given below. % passing or finer 19 mm sieve = 100%…
A:
Q: PROBLEM C Classify the following samples using AASHTO Method of Soil Classification
A: Liquid Limit is the percent of water content in soil which tends to change from plastic to liquid…
Q: What is the significance of large or small California Bearing Ratio (C.B.R) value.And why is it that…
A:
Q: If the shrinkage ratio and shrinkage limit of a soil sample are 1.89 and 17.28, determine the…
A:
Q: A moist soil sample weighing 22.2 N has a moisture content of 20%. How many KN of water must be…
A:
Q: Statement: Constant head permeability test is a laboratory method for determination of permeability…
A: Answer:- Given statement is false. Constant head permeability test is a laboratory method, but this…
Q: Choose the most suitable soil sample for the test setup. 50 cm 10 cm Sample 40 cm 10 cm O a. Silty…
A: The suitable sample
Q: Explain the Tri axial Shear test in your own words.
A: We are authorized to answer one question at a time, since you have not mentioned which question you…
Q: Classify the soil sample using USDA Textural Classification System if the sample has the following…
A: Given data : % of sand = %Gravel +%Sand = 18+66% =84% %silt=11% %clay=5%
Q: Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil…
A:
Q: Liquid limit (LL) and plastic limit (PL) tests were carried out on a soil sample as per Indian…
A: Given data- Liquid limit LL=60%Plastic limit PL=36%To Find-The type of soil as per IS…
Q: How does the Soil gas samples can be obtained?
A: The soil gas samples help to measure the amount of gas present in the samples. it is a method of…
Q: The given data sohws a sieve analysis of a soild sample. Classify the soild using AASHTO Method.…
A: To Determine Classification of the given soil data according to AASHTO soil classification system.…
Q: Discuss your results and compare your results with any published data. For the bulk density test,…
A: Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…
Q: Please give short answers which contain necessary explanations to the questions below A. Why do we…
A: Due to our policies only first 3 parts shall be answered, please repost the same if you want others…
Q: - Organic soils are typically characterized by high void ratio, low specific gravity, and high…
A: void ratio given bye=VVVs=A*HVA*HS=HVHSheight of soild determine byHs=WA*G*γand HV=H-Hsgiven data…
Q: (1) Describe the test procedure of sieve analysis test. (2) Calculate percent smaller (%) in each…
A: Measure the whole sample wight Take different sizes of sieves Club all the sieves together, place…
Trending now
This is a popular solution!
Step by step
Solved in 2 steps
- Since laboratory or field experiments are generally expensive and time consuming, geotechnical engineers often have to rely on empirical relationships to predict design parameters. Section 6.6 presents such relationships for predicting optimum moisture content and maximum dry unit weight. Let us use some of these equations and compare our results with known experimental data. The following table presents the results from laboratory compaction tests conducted on a wide range of fine-grained soils using various compactive efforts (E). Based on the soil data given in the table, determine the optimum moisture content and maximum dry unit weight using the empirical relationships presented in Section 6.6. a. Use the Osman et al. (2008) method [Eqs. (6.15) through (6.18)]. b. Use the Gurtug and Sridharan (2004) method [Eqs. (6.13) and (6.14)]. c. Use the Matteo et al. (2009) method [Eqs. (6.19) and (6.20)]. d. Plot the calculated wopt against the experimental wopt, and the calculated d(max) with the experimental d(max). Draw a 45 line of equality on each plot. e. Comment on the predictive capabilities of various methods. What can you say about the inherent nature of empirical models?Select the correct answer(s) to the statement, "disturbed soil samples cannot be used for" Select one: a. classification b. stress history and soil compressibility c. grain-size analysis O d. specific gravity of soil solids Which of the folowing approaches to field investigation provides rapid, cost-effective site characterization with continuous soil profiling? Select one: a. Drilling soil borings and sampling soils using thin-walled (Shelby) tubes and standard penetration tests (SPTS). O b. Performing electric cone penetrometer test (CPT) soundings.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.
- Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. Determine the designation of the granular soil based on its relative density. (3 decimal places - Do not round off unless it's the final answer)Please give the Group Symbol and Group Name of the given soil sample and provide proof or of the decision. explanationQ2. (a) You are given the following results from Atterberg Limits testing on a soil sample (PL= 23%, LL = 55%) collected from a boring on a local project site. The soil sample had natural moisture content of 56.3% prior to Atterberg Limits testing. If the soil is fine grained, what is the USCS Group Symbol (refer to Figure 2a) on page 7 for this soil and what does the natural moisture content result tell you about the soil in-situ (i.e. “in place")?
- Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. a. Determine the relative density of soil in %. b. Determine the designation of the granular soil based on its relative density.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% 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. IGiven the following Sieve Analysis and Atterberg limits results. Answer the following questions: 1- What is the effective diameter of this soil? 2- Calculate the uniformity coefficient and coefficient of gradation 3- Determine the percentage of Gravel, Sand, Fine soils according to USCS. 4- Classify the soil using AASHTO (with GI) & USCS (with group name). Diameter Sieve # % Passing 100 (тm) 90 4 4.75 96 80 3.35 90 70 10 78.8 60 20 0.85 56.8 50 40 0.425 37.8 40 60 0.25 23.6 30 100 0.15 13 20 200 0.075 4.6 10 Рan LL 10 10 0.1 0.01 Diameter PL 5 Percent Passing (%) 2.
- You are given the following results from Atterberg Limit testing on a soil sample (PL = 20%, LL = 58%) collected from a boring on a local project site. What is the USCS group symbol for this soil? (Refer Fig. B and USCS) e.g OL PLASTICITY INDEX (PI) 60 50 40 30 20 10 0 CASAGRANDE CHART For classification of fine-grained soils and fine-grained fraction of coarse grained soils. 10 CL or OL 20 "/wis. PLASS -LINE: POSLL-8) ML or OL 30 40 50 GO LIQUID LIMIT (LL) A-LINE PITALL-20) CH or OH Figure B: Atterberg chart MH or OH 70 80 Comple Sample 2 90 100One of the most widely known and used soil samplers is the standard split spoon. How?268 TNT 98 5:21 B/s SITUATION 2 In an experiment of determining the porosity and specific gravity of solids of a soil, a soil is dug out from the ground, weighed, then oven dried, and then saturated with water. The weight of the soil taken from the test hole is 1346 grams. It was then oven dried and weighed 1076 grams. After saturating it with water, it weighed 1462 grams. The volume of the test hole was then measured and found to be 792 сс. Determine the void ratio (in percentage) of the soil sample. Your answer SITUATION 3 A sample of clay soil of volume 1/1000 cubic meter and mass of 1.762 kg, after being dried out in an oven had a mass of 1.368 kg. The specific gravity of the particles was 2.69. Calculate the void ratio. Your answer Find the volume of air in the oriqinal sample. Your answer