What are the Types of Flownets in Soil Mechanics. Enumerate and Explain/Discuss it.
Q: L 40 PL 30 Determine its classification using USCS.
A: soil is classified as MI
Q: • AASHTO SOIL CLASSIFICATION (by AASHTO) AASHTO = American Association of scate Highway and…
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Q: Q3: Classify the following soil according to USCS. PI=25, L.L.= 40 Sieve No. Mass of soil retained…
A: USCS: The full form of USCS is the Unified Soil Classification System. The unified soil…
Q: Classify the soil using AASHTO Method.
A: AASHTO SOIL CLASSIFICATION:
Q: e results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760…
A:
Q: a. Identify at least three soil types in your area. b. Can you make out the physical properties of…
A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…
Q: 2. Classify the soil using the USCS. Give the group symbols and group names.
A: Given: Properties of soil samples A, B, C, D, E
Q: The results of the sieve analysis done on a soil are shown below Sieve No. Diameter Soil A 4 4.760…
A:
Q: Classify the following soil using both USCS and AASHTO systems. (SHOW ALL YOUR WORK). LL = 63%, and…
A: Given:- The percent passing through the different sieves of soil is given The liquid limit of the…
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: Structural steel frames must be braced. Check each of the following ways in which this may be done…
A: A structural steel braced frame is a very strong stuctural system thta is generally used in…
Q: The results of the sieve analysis of a non plastic soil is tabulated below. Classify the soil…
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Q: SUBJECT: SOIL MECHANICS Classify the soil using USCS (with explanation) СHOICES: a. CL (lean clay…
A: By using the guidelines of USCS. PERCENTAGE Passing #200 and #4 are used to find the correct…
Q: Look for the meaning and the corresponding formula for each the following propertie Use engineering…
A: Given :- a soil with three phase condition.
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: Classify the soil based on the USDA Triangular Chart Method 100 10 90 20 80 30 70 - Clay 40 60 7 50…
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Q: Classify the soil sample using the U.S. Department of Agriculture textural classification chart.…
A: Draw the line from sand at 60% Draw the line from clay at 70% Draw the line from silt at 35% Find…
Q: A soil sample following results: Standard sieve No: TOATE RE 4 10 20 40 100 200 was analyzed Pan…
A: IntroductionA sieve is a tool or equipment used in soil engineering to measure the particle size of…
Q: estion 41 The given datashows a sieve analysis of a soil sample. Classify the soil using AASHTO…
A: The soil sample that has been collected from site must be classified so that designing of foundation…
Q: 22. For a soil specimen, the following are given: % passing Sieve No. 4 = 92% % passing Sieve No. 10…
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Q: Why knowing a relative density in a specific soil is essential? Give a simple example.
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Q: As shown below base on the sieve analysis: a.) Calculate the uniformity coefficient and the…
A: Sieve analysisGiven that us sieve no and % finer Draw semi log graph ( grain size distribution)…
Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the Table.…
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Q: There is a square footing with the following information: • Foundation width (B) = 3 ft • Foundation…
A: In this question, we need to plot a graph for the change in factor of safety for the given 3 soils (…
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: 4. Determine the PI and LI for a soil with the following parameters. Would you expect this soil to…
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Q: Please choose the most accurate definition of compaction. O The process which increase soil density…
A: Compaction :
Q: Test No. Item 1. Can no. 1.5g 22,12 g 20.42 g Mass of can, M, (g) Mass of can + moist soil, M2 (g)…
A: Solution Given Data Mass of Can M1= 1.5 g Mass of can+moist soil, M2= 22.12 g Mass of can+Dry Soil,…
Q: The sieve analysis data for a granular soil are given below. % passing 76.2 mm sieve = 98 passing…
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Q: 40 0.420 84 60 0.250 79 100 0.149 61 200 0.074 55 LL 61 PL 26 Determine its classification using…
A: soil is classified as CH
Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the table.…
A: The data given is: Cc = 2 Cu = 6 LL = 20 PL = 14 % passing through 4.75 mm sieve = 95 % passing…
Q: Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand…
A: To Determine Soil classification according to AASHTO soil classification system. Given Sieve number.…
Q: 3. Classify the following soils using the Unified Soil Classification System. Give group symbols and…
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Q: is subjected to dynamic compaction. If a 9 metric ton weight is dropped 5 meters during the…
A: Weight dropped (W) = 9 metric ton Height of dropped (h) = 5 metre
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: Why is the hydrometer method commonly used to obtain data on the sizes of silt and clay particles in…
A: Analysis of the particle size distribution by sieve analysis quantifies categories of particle size,…
Q: 4. The result of sieve analysis of three soils is given. It is required to classify these soils…
A: Given, To determine, to classify these soils according to the AASHTO Classification system
Q: Classify the following soil using the U.S. Department of Agriculture textural classi- fication…
A:
Q: Classify Soils A and B as given in Example 9-1 and obtain the names. Assume Soil B to be inorganic.…
A: The soil is classified based on the composition of particle-like sand, gravel, clay or etc., Unified…
Q: A cohesive soil is subjected to dynamic compaction. If a 10 metric ton weight is dropped 10 meters…
A: Given data,weight dropped =10metricheight of dropped=10mFINDHow many meters soil feel the effect
Q: Appraise the critical state soil mechanics concept. You may evaluate this concept in relation to the…
A: Critical State Soil Mechanics Concept : 1. Critical soil mechanics is the area of soil mechanics…
Q: Determine its classification using USCS SP GW SW GP None of the above
A: Given, Sieve analysis data
Q: Subject :Geotechnical engineering Here's the problem For a soil, suppose that D10=0.08mm,D30=0.22mm…
A: Given data : D10 is the grain diameter corresponding to 10% passing by weight=0.08 mmD30 is the…
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: Determine its classification using USCS.
A: GEO TECHNICAL ENGINEERING- SOIL CLASSIFICATION
Q: Please give me right solution Soil mechanics A group of particles is described by the log-normal…
A: Given; The particles in an air stream are described by 10g- normal distribution. Dmean by weight =5μ…
Q: Using the Unified Soil Classification System classify the following three soils: Sieve size Soil 1…
A: Solution: The unified soil classification depends on the percentage of soil passing through NO. 200…
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- Question 44 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No 4 4.760 99 No. 8 2.380 91 No. 10 2.000 90 No. 20 0.840 85 No. 40 0.420 81 No. 60 0.250 79 No. 100 0.150 67 No. 200 0.075 60 Characteristics of No. 40 Fraction LL 39 PL 32 General classification Granular materials (35% or less of total sample passing No. 200) A-1 A-2 Group classification Sieve analysis (percent passing) No. 10 A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 50 max. 30 max. 15 max. No. 40 50 max. 25 max. 51 min. 10 max. No. 200 35 max. 35 max. 35 max. 35 max. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 40 max. 10 max. 41 min. 40 max. 11 min. 41 min. 11 min. 6 max. NP 10 max. Usual types of significant constituent Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand sand materials ESC F4 FS F6 F7 FB F9 & 61 A4TECH Y P G J K 国 因The sieve analysis data for a granular soil are given below. % passing or finer 19 mm sieve = 100%% passing or finer 4.75 mm (4 sieve) = 61%% passing or finer 0.075mm (200 sieve) = 16% What are the percentages of gravels, sands and fines within this soil, based on the Unified Soil Classification System?calculate the volume of the soil solid in ft3.
- write the material body models used in the description of soil and rock properties.The results of the sieve analysis of soil A is tabulated below. Classify the soil according to AASHTO classification system and unified soil classification systems (USCS). Diameter (mm) 4.75 2.0 0.85 0.425 0.150 0.075 LL PL % Passing 100 93 85 80 55 50 18 70What are the two types of forces that should be considered in equilibrium analysis for soils?
- 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 GPDescribe some Typical values for different types of soil mixtures .Question 44 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 No. 8 No. 10 No. 20 4.760 96 2.380 80 2.000 78 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 45 PL 36 General classification Granular materials (35% or less of total sample passing No. 200) A-I A-2 Group classification A-l-a A-1-5 A3 A-24 A-25 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 No. 200 50 max. 30 max. 15 max. 50 max. 25 max. 51 min. 10 max. 35 max. 35 max. 35 max. 35 max. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 40 max. 41 min. 40 max. 41 min. 6 max. NP 10 max. 10 max. 11 min. 11 min. Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand sand
- Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 96 10 2.000 81 20 0.850 72 40 0.425 50 60 0.250 27 100 0.150 14 200 0.075 5 Pan --- 0 Determine the value of the coefficient of gradation/curvature.The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 88 6 2.380 69 10 2.000 62 20 0.840 51 40 0.420 39 60 0.250 31 100 0.149 18 200 0.074 14 LL 60 PL 20 Determine its classification using USCS. SC SM ML None of the above. CLCalculate the Gs of soil sample - Mass of empty clean pycnometer= 41.76 gm Mass of empty clean pycnometer + dry soil = 67.52 gm Mass of pycnometer + dry soil + water = 157.62 gm Mass of pycnometer + water =? Gs =? Write your comment about types of soil according to the result of Gs .
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