sd SIT D.Soil SampleSieve no. Diam. (mm)AB4.76100100100#82.389790100#102927778#200.84875992# 400.42535184#600.25424279#1000.149263570# 2000.074173363Characteristics of - 40 fractionLL354647PL202924a. Classify soil A using AASHTO method.b. Classify soil B using AASHTO methodc. Classify soil C using AASHTO method

Answered: Image /qna-images/answer/4b5bb80b-7e89-43a3-89b7-7405bd1ef37d.jpg

Answered: a. Classify soil A using AASHTO method.…

Engineering

Civil Engineering

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

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

See similar textbooks

Related questions

Q: A line was measured with a 30-m steel tape and its measured din W. The tape is standardized at 20-C…

Q: C D 2 m 2 m E 2 m 2 m В G B F 500 kg 4 m A

A: Determine the force in each member of the loaded truss using the method of joints.

Q: Course Adj Lat Adj Dep DPD 2A AB -68.99 67.12 BC -58.07 -52.00 CD 69.92 -97.22 DA 57.14 82.10 SUM…

A: Given data:

Q: t a given location parameters of Philip's equation were found as S = 45 cm/hr 0.5, and K = 10 cm/hr.…

Q: Mr jones is planning a 20-year retirement; he wants to withdraw $6000 at the end of the first year,…

A: Withdraw at the end of the year = $6000 Annual increase in Withdrawal = $800 Time period = 20 years…

Q: A scuba tank is being designed for an internal pressure of 2,650 psi with a factor of safety of 2.0…

Q: For the beam and loading shown, determine the slope at point B in radian. The equation of elastic…

Q: From the given beam loaded has shown; Determine the deflection at point D in mm. Using Moment Area…

Q: Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as…

Q: Situation #1: Compute for the force on memhes EG and identify if it is in tension or compression. 13…

Q: A block of wood 0.6 m x 0.6 m x “h” meters in dimension was thrown into the water, it floats with…

Q: Note: Show all of the diagrams used while solving the problem. Show each and every reaction and…

Q: Situation #1: Compute for the force on memhec EG and identify if it is in tension of compression. 13…

A: Compute for the force on member FG and identify if it is in tension or compression.

Q: PROBLEM 1. A simple curve connects two tangents AB and BC with bearings N 41°22' E and N 89° 42' E ,…

Q: 49. A line joining the points of highest elevation of water in a series of vertical open pipes…

A: Given - A line joining the points of highest elevation of water in a series of vertical open pipes…

Q: A line was measured with a 50-m steel tape and its measured direction with the use of compass was S…

A: Given data of measurement of line :- Length of tape = 50 m Bearing of line = S 87D 54 m W…

Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

Q: Determine the reaction at A if w =21 kN/m, L =5

A: Given data in question UDL Span member length To find out Reactions

Q: Two soil specimens, A and B. were subjected to Consolidated-Undrained triaxial test. Specimen A,…

Q: Make a description process about asphalt road

Q: A catchment has 4 sub areas. The annual precipitation and evaporation from each of the the sub-areas…

A: Data is as shown

Q: coefficienct of permeability, in cm/sec, round off to 7

A: Given data- Hydraulic coefficients K1 = 2 × 10-⁴ cm/s K2 = 3.2 × 10-² cm/s K3 = 4.1 ×10-⁵ cm/s…

Q: The optimal number of non-recording rain gauge is The optimal number of recording rain gauge is

A: Data is as shown

Q: Calculate the maximum shear stress Tmax in the web of the T-beam shown in the figure if b = 10 in.,…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

Q: A simply supported wood beam is subjected to uniformly distributed load q. The width of the beam is…

Q: What is the approximate axial force in girder EF of the frame shown? Use the portal method. G 80 kN…

Q: A circular steel rod of diameter d is subjected to a tensile force P = 3.5 kN (see figure). P = 3.5…

Q: A hall in a building is 15 m x 18 m. The beam arrangement supporting the reinforced concrete slab is…

Q: For a falling laboratory permeability test on a fine sand, the following data are given: Length of…

A: To determine the seepage velocity

Q: The perpendicular offset distance from point A on a simple curve tto Q on the tangent line is 64 m.…

Q: A high-strength steel bar used in a large crane has a diameter d- 4.00 in. (see figure). The steel…

Q: D A В E 3m 6m 4m 2m

Q: Design a beam of 5 m effective span, carrying a uniform load of 20 kN/m if the compression flange is…

Q: A simply supported beam 10 m long carries a uniformly distributed load of 20 kN/m over its entire…

Q: 3 m L

Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

Q: 20 kN/m 60 kN A E B D - 8 m + tamtam| 8 m El = constant E = 70 GPa 1= 800 (106) mm4

Q: Determine the force in member CD of the truss shown using the method of consistent deformations. -…

A: Given Data -

Q: A circular footing is 2.50 meters in diameter. The bottom of the footing is 2.97 m. below the ground…

A: Given: The diameter of the footing is 2.5 m. The depth is 2.97 m. The depth of the water table is…

Q: Situation 6 - Kim Jisoo discovered an element (1.43 kN/m3) that flows through a 100 mm (diameter)…

Q: M 300 mm B A. 40 mm C 200 mm D LE 40 mm 40 mm

Q: Item Answer Length of connecting line Bearing of connecting line Length of BC Bearing of DA

Q: ctural steel wide-flange shape [E = 29,000 ksi; I = 843 in.4]. Assume that the support at D can…

Q: Choose one common mineral that is used in cement and explain how this affects the performance of…

A: one common mineral that is used in cement is lime.

Q: A hollow, metal circular pipe ABC (see figure) supports a load P, = 113.2 kips acting at the top. P…

Q: Situation 11 - The moist unit weight and degree of saturation of a soil are given in the following…

Q: Situation 3 - Following are the results of a shrinkage limit test: lInitial volume of soil in…

Q: The number of flow channels and head drops is 4 and 12 respectively. If the difference in the…

A: Given: Number of flow channels Number of head drops Water level difference Coefficient of…

Question

SIT D.
Soil Sample
Sieve no. Diam. (mm)
A
B
4.76
100
100
100
#8
2.38
97
90
100
#10
2
92
77
78
#20
0.84
87
59
92
# 40
0.42
53
51
84
#60
0.25
42
42
79
#100
0.149
26
35
70
# 200
0.074
17
33
63
Characteristics of - 40 fraction
LL
35
46
47
PL
20
29
24
a. Classify soil A using AASHTO method.
b. Classify soil B using AASHTO method
c. Classify soil C using AASHTO method

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Answer no.2 question but plss adjust Correction in soil c in prob1 its 35% clay
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)
For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the dry density of soil in slug/ft3. Note ρ of water= 1.94 slug/ft3 a. 3.8 b. 2.95 c. 3.6 d. 2.85 With fbd if necessary
Shear Strentgh of the soil 2004
The data from falling head test is shown.Diameter of standpipe: 5cmInitial Head: 93.59cmDuration of test: 19minLenght of Soil sample: 32.37cmDiameter of permeameter: 44cmIf the soil permeability is 0.0051 cm/min, determine the final head (cm) of the permeability test.Roud off to two decmila places.
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.
a layer of soil in a tube that is 100mmx 100mm in cross section. Water is supplied to maintain a constant head dierence ot a ocross the sample. The height of each soil sample is 100mm. Knowing that the thiree soll sample were having the sanme length the distane of point B to Ais 300mm. Calculate the eguivalent kin cm/sec from point A to B if k1 k2. and k3 is equal to 1x10 cm/se. 3x10 cm/sec and-4.9x10cm/ser espee
GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the Table. Cc = 0.5 and Cu = 5. If the LL and the PL of the soil sample are 55 and 40 respectively, classify the soil according to USCS classification. Sieve Opening (mm) % passing 4.75 45 0.075 9
soil mechanic. Classify the soil according to unified soil classification system USCS; if the following data is given : Passing sieve No. 200 =7% / Passing sieve No. 4 = 40% / D10= 0.18, D30= 0.69 and D60= 3/ LL-28%, Pl=19%
Calculate % Silt using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c. Temp at 40 sec= 25 oCd. HR at 2 hrs= 16 e. Temp at 2 hrs= 26 * A. 17.28 B. 17.25 C 17.22 D. 17.19
Calculate 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 .
Classify the following soil by the AASHTO classification system.Percent passing No. 4 sieve 5 82Percent passing No. 10 sieve 5 71Percent passing No. 40 sieve 5 64Percent passing No. 200 sieve 5 41Liquid limit 5 31Plasticity index 5 12