LL 35 46 PL 20 29 Cu 7 5 a.) Classify Soil A using AASHTO method b.) Classify Soil B using USCS method

Q: * Standard Reference of Atterberg Limits Test is ASTM D 8215 O ASTM D 4318 O ASTM D 6523 O ASTM D…

A: Option (B) is the correct answer.

Q: Define the Evaluation of Drained Youngs Modulus from CPT ?

A: Young's modulus : modulus of the soil parameters are the measure to calculate the stiffness of the…

Q: Q3: Classify the soil below according to USCS and AASHTO L.L =30 P.I =10 Sieve no. Sieve opening P%…

A: To classufy the soil according to USCS and AASHTO

Q: Classify the soil by A: The USCS give the name and symbol group. B: AASHTO classiflication system…

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Q: Classify the following soil by the AASHTO classification system.Percent passing No. 4 sieve 5…

A: By AASHTO Classification; Given percent passing NO.200 sieve=41 41>35% General…

Q: 21. Classify the following soil according to USCS. Please present your steps logically Sieve %…

A: Percentage Passing through 4.75 mm sieve ie No.4 sieve = 90% > 50% Hence the Sample is a sand…

Q: For what purpose soil gas analysis methods is determined?

A: Soil-gas sampling measures the gas contained in the interstitial spaces of the soil, as opposed to…

Q: Discussion 1. Core cutter method is used for fine-grained soils only. Why? 2. What are the likely…

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Q: Discuss Drilling Techniques in Competent Soils

A: Drilling is a cutting process that uses a drill bit to cut or enlarge a hole of circular cross…

Q: Define the Peck et al (1974) Allowable Soil Pressure Chart ?

A: Allowable Bearing Pressure: it's the most soil pressure with none shear failure or settlement…

Q: Adry soil is mixed with 35% by mass with water and compacted. Volume of wet soil is 0.020 m' and has…

A: Geotechnical engineering : Geotechnical engineering is a subfield of civil engineering that studies…

Q: Identify and give ONE (1) main reason for each site whether soil improvement using compaction is…

A: Site A: Soil improvement using compaction is required for this site because as shown in the ground…

Q: Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) ¾ in ½…

A: Given: Sieve sieve size distribution of two soils Required: To (a) Draw particle size distribution…

Q: For a soil sample in a natural condition, void ratio (e) is 0.67, degree of saturation (S) is 75%,…

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Q: Soil (a) USDA Soil Clasification: F G F G Soil 2.0 mm 100 77 1- Based on USDA Clasification Soil "F"…

A: a) 1. Based on USDA Classification soil "F" is Sand    2. Based on USDA Classification soil "G" is…

Q: Define the concept of Correlations for N60 in Cohesive Soil ?

A: N60 is defined as the SPT number as a function of input energy and its dissipation at the sampler…

Q: What are the sloping requirements of a Type 3 soil? O Sec 226 (2) (3) O Sec 226 (2) (4) O Sec 234…

A: sec 234(2) (f) are the sloping requirements of a type 3 soil.

Q: Classify the following soils by the (1) USCS and (2) AASHTO classification system and give the group…

A: AASHTO soil classification system is based on,  Grain size distribution  Atterburg's limits…

Q: What are the different Methods to Evaluate Settlement of Granular Soils from In Situ Tests ?

A: Settlements of granular soils, both elastic and creep movements, are more difficult to predict with…

Q: Calculate % Silt using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c.…

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Q: Classify soil A using USCS

A: Given Sieve analysis of soil Required Classification of soil A using USCS

Q: C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b.…

A: The friction between the soil particles is the phenomenon responsible for shear strength of soil.…

Q: a. Classify soil A using AASHTO method. b. Classify soil B using AASHTO method c. Classify soil C…

A: Soil A: Sieve No. 200 : 17 % Liquid limit =35 Plasticity index(PI) = LL - PL = 35 - 20  PI = 15…

Q: Questl The given data shows a Sieve No. Diameter (mm) Percent Passing 100 No. 4 4.760 91 No. 8 2.380…

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Q: For the results obtained from the EX5! sieve analy sis. Classity the USCS. Given: LL-27っP.L0151)…

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Q: Although this soil has only 6% nonplastic silty fines, it has everything else! It has gravel content…

A: We need to find whether the soil is coarse or fine Fines =6% <50% so Coarse grained soil

Q: How to compute settlement of granular soils ?

A: settlement of granular soils is done by:

Q: SIEVE ANALYSIS Percent Passing Sieve No. Diam. (mm) Soil A Soil B Soil C # 4 4.76 100 100 100 # 8…

A: Given data:- Sieve No. Dia (mm) Percentage passing Soil A Soil B Soil C 4 4.76 100 100 100…

Q: Classify

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Q: Define Flow Nets for Nonisotropic Soils.

A: Flow-net construction is exacerbated by the fact that equipotential lines and flowlines are not…

Q: SITUATION 4: The result of a sieve analysis of three soils is given below. It is required to…

A: To classify the given soil by AASHTO classification system, the material is classified based upon…

Q: lassify the soil using AASHTO. Percent fine = 0.75% Percent sand= 54.6% Percent gravel = 44.64% Cu =…

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Q: SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm…

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Q: Soil (a) USDA Soil Clasification: F G F G Soil 2.0 mm 100 77 1- Based on USDA Clasification Soil "F"…

A: a) 1. Based on USDA Classification Soil "F" is Sand    2. Based on USDA Classification Soil "G" is…

Q: Outline the main steps in the procedure to place a structural earth fill where in-place density (or…

A: Compaction of soil: Compaction of soil is the process of increasing the unit wt. of soil by forcing…

Q: Describe the principal modes of soil failure.

A: General Shear failure   In this method a slight downward motion of the footing begins to develop…

Q: The hydrometer readings -3 need to be corrected by using

A: