The wet density of soil mass= 1800 kg/m³ and the dry mass=90kg. If the w = 10 % and G₁ = 2.6, calculate 2-e 1-Dry density 5- The mass of water to bring the sample to 50% saturation 3- volume of water in the sample 4-S

The wet density of soil mass= 1800 kg/m³ and the dry mass=90kg. If the w = 10 % and G₁ = 2.6, calculate 2-e 1-Dry density 5- The mass of water to bring the sample to 50% saturation 3- volume of water in the sample 4-S

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Soil Deposits-origin, Grain-size, And Shape

Section: Chapter Questions

Problem 2.4P: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient...

See similar textbooks

Related questions

Q: The optimum moisture content of a soil is 17%. Its specific gravity is 2.68. The theoretical.…

A: OMC of soil = 17 %Specific gravity = 2.68 To Find :The theoretical max dry density of the soil ?

Q: In Problems 13.6 given in the tables, the length and bearing of one side are missing. Compute the…

A: To determine:Length and bearing of the missing side

Q: A rectangular channel with a width of Bo = 3 m and water depth of y = 1.41 m carries a discharge of…

A: Width of channel (Bo) = 3m Depth of flow (y) = 1.41 Discharge (Q) = 0.8 m3/s Determine the momentum…

Q: inforced rectangular beam for a 6-m simple span to support a superimposed dead load of 29 kN/m and a…

A: Span, L = 6 mDead load, WD = 29 kN/mLive load, WL = 44 kN/mfc' = 34 MPafy = 345 MPaDensity of…

Q: 29 kN/m ale! Internal Hinge с 19 kN/m 2m B 2 m 2 m 24 kN/m 2 m Internal Hinge 14 KN 4 m

Q: For a 6.56ft- long simply supported W-shape A36-Steel Beam having a total concentrated-load of…

A: P =18.9 kipsL = 6.56ftsimply supported beam

Q: A reinforced concrete T-beam spaced at 3.0 m on centers has a span of 4.0 m with a slab thickness of…

Q: In Problems 13.6 to 13.8, for each of the closed traverses given in the tables, the length and…

A: Tabulate the bearing and length and each sides.SideBearingLength (ft)AB354.78BC208.27CD198.34DATo…

Q: Calculate the horizontal sight line offset (ft) for a curve with a radius of 600 ft and a design…

A: Radius (R) = 600 ftDesign speed (V) = 40 mph

Q: Knowing that the compression index, Cc = 0.333, and the preconsolidation pressure s’c = 140 kPa with…

Q: Estimate the force F exerted by the airflow on the door.

Q: Gm Ha 4 m 4 m 200 kN 96 kN 96 kN 75 x 75x 6 mm 14 mm gusset plate 75x75x13 mm Pac Pac Figure shows a…

Q: Determine the reactions at the supports by force method. Assume the support at A is a pin and B and…

A: Given:Required:Support reaction

Q: Discuss the potential hazards or challenges that can occur in a pipeline and how they are mitigated.

A: Pipelines are used for the transportation of various fluids such as oil, gas, water etc. They can…

Q: 4. Determine the reactions at the pin A and the tension in cord BC. Set F = 40 kN. Neglect the…

Q: Determine the axial stress in rod (1).

Q: Classify the following structures in terms of stability and determinacy. Find the degree of…

Q: Draw the following wood members in cross-section and provide their actual overall dimensions: (a) 4…

A: A dimensions of wood members are given, we need to find draw the cross section

Q: 5m 10 m Fig. 1 10 mm 30° P₂=300 kPa

A: d = 10 mmy = 10 kn/m³Z₁ = 5 mZ2=0V₁=V2

Q: A simple horizontal curve has 35 degrees of curvature and subtends an angle of 110 degrees. If the…

A: Degrees of curvature, D = 35°PC is at station = 3 + 65.00 ft

Q: 5-Determine the deflection at the center of the structural A992 beam shown below. Assume the area…

A: I = 68.9 in.4 A992 beam Determine the deflection at the center of the beam.

Q: Draw a grain size distribution curve and find the median size (D50), effective size (D10), and…

A: From the given data, total mass of the soil = 1000 gUsing the given sieve analysis data, the sieve…

Q: 2950 What will the weight indicator reading be when you run a closed ended string of 4 1/2 inch OD,…

Q: Assume that the top of a round sprue has a diameter of 100 mm and has a height of 300 mm. At the…

A: top dia(D)=100mmbottom dia(d)=25mmheight(h)=300mm

Q: Prob. 2.6-10. A rigid, weightless beam BD supports a load P and is, in turn, supported by two hanger…

A: L = 2 mLBD = 1.5 m P = 205 kN

Q: Discuss about the effects of the climate change on a Pavement highway

A: * It may be defined as a function of pavement that transfer the loads to the sub-base and underlying…

Q: A series of direct shear tests has been performed on a dense well-graded sand. All tests were…

Q: Problem 6.059 The pipe shown has a 180°vertical bend in it. The diameter D is 1.25 ft, and the…

Q: Results of traffic flow studies on a highway indicate that the flow-density relationship can be…

A: The given data is shown below:

Q: Course Distance (ft) AB BC 80.32 953.83 Bearing N 70°10'07" E N 74°29'00" E

Q: A particle moves along a straight path with an acceleration of a = (8/s) m/s², where s is in meters.…

Q: As shown, a cube (m2, L = 80 mm) suspended in carbon tetrachloride (SG = 1.53, Temperature: 15 °C)…

Q: W8x40 sections are used as columns in a braced frame with W16x26 beams at the top and the bottom of…

A: To determine the effective length using the alignment chart for the strong axis, we need to consider…

Q: 2. Using this FBD of Point C, the sum of forces in the x-direction (Z Fx) is Use a sign convention…

Q: Determine the reactions at the support.

A: To find support reaction at A and B

Q: 2-7

Q: For the Greenshields model, the mean free flow speed on a highway facility lane equals 75 mph near…

A: Given:Greenshields modelFree flow speed, uf = 75mphJam density, Kj = 160 veh/mileRequired:q-k-u…

Q: If all members are made of steel and have a circular cross-section diameter of 1 in, what is most…

A: Diameter of member (d)=1 in

Q: In aerospace and automotive industries, how are prototyping systems integrated with computational…

A: given data,question related to fluid mechanicslet's discuss the aerospace and automotive industries,…

Q: Answer the following completely. Please explain thoroughly (Civil Engineering Law) I. Define the…

A: given data,terms given related to the civil engineering lawlet's discuss the a) Force majeureb)…

Q: 4#8 12" 15" I 3: fó= tooopsu Grade Go Steel NWC. &Mn = ?

Q: Two sedimentation tanks operate in parallel. The combined flow of the tanks is 0.2 m³/s. The depth…

Q: Can you recheck the k1= 55m from this figure. Thank you so much.

Q: Find pressure (in psi) the center of the pipe (+). Specific weight of water: 62.40 lbf/ft³. Specific…

Q: Using

Q: 5M N พฤ LA F 8m 100 KN E J hig D (1) Solve For AF, AB, DE

A: To find the force in member AF, AB, FB, BC, DE and CD of the given truss.

Q: An agricultural land of 437 ha is to irrigate for a particular crop. The base period of the crop is…

A: Area of land = 437 haBase period = 90 daysTotal depth of water required = 105 cmRainfall = 15 cmTo…

Q: For the anchored retaining wall shown below, calculate the tension in the anchor rod. O a. 57.32…

A: Given Unit weight 17 kN/m3Depth 10 mCohesion 0Phi 28°To find out Tension

Q: correct Question 2 Using the Equilibrium equations calculate Reaction Ay for the truss shown below,…

Q: A dry soil sample has the total mass (kg) shown in the table below. Use the data provided to…

A: MT = 452.65 kg e = 0.45 Gs = 2.70

Concept explainers

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

Question

Please answer all parts. Thank you.

Need only a handwritten solution only (not a typed one).

The wet density of soil mass=1800 kg/m³ and the dry mass = 90kg. If the w = 10 % and
G₁ = 2.6, calculate
2-e
1-Dry density
5- The mass of water to bring the sample to 50% saturation
3-volume of water in the sample
4-S

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: given data

Step 2: dry density

Step 3: continue

Solution

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

Soil Mechanic A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine volume of water in cm3. a. 53.6 b. 18.23 c. 9.77 d. 20.0
6. 1kg of soil sample, placed after a period of time, the moisture content from 25% to 20%, the water in the soil decreased ( ).A. 0.06kg B. 0.05kgC. 0.04kg D. 0.03kg 8. When calculating the time factor Tv, if the soil is drained on one side, H in the equation is taken as the thickness of the soil layer ( ).A. half B. double C. 2 times D. 4 times
76 .ll Q3.png The data from standard and modified proctor test on a soil sample (density of solids: 2680 kg/m3 ) are provided below: Standard proctor test Modified proctor test Dry density (kg/m) 1691 Dry density (kg/m') 1873 Water content (%) Water content (%) 9.3 9.3 1715 11,8 1910 12.8 1755 14.3 1803 15.5 1747 17.6 1699 18.7 1685 20.8 1641 21.1 1619 23 a) Plot the compaction curves (both standard and modified in one graph). b) Establish the maximum dry density and optimum water content for each test.
Prob. In a constant head permeability test following results observed - Distance between piezometer tappings = 100 mm Difference of water levels in piezometers = 60 mm Diameter of test sample = 100 mm Quantity of water collected = 350 ml in 270 sec Determine the coefficient of permeability of the soil.
SITUATION 3: From the laboratory result of a sample taken from the field, the total volume of wet sample is 1 x 10-3 m3 and weight of wet sample is 1.80 kg. Water content is 10%. Gs = 2.60. emax = 0.64 and emin = 0.42. 17. Which of the following most nearly gives the dry unit weight. a. 1390 kg/m c. 1963 kg/m b. 1636 kg/m d. 1800 kg/m 18. Find the void ratio. a. 0.59 C. 0.68 b. 0.44 d. 0.5 19. Find the relative density. a. 25.79 % C. 20.67 % b. 27.41 % d. 22.73 %
A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine the dry density in g/cc. a. 9.77 b. 1.745 c. 2.09 d. 34.90
A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine the weight of water in grams. a. 34.90 b. 9.77 c. 1.745 d. 2.09
Problem 4. A 1-m³ sample of moist soil weighs 2000 kg. The water content is 10%. Assume is 2.70 Mg/m³. With this information, fill in all blanks in the phase diagram below. V₁ = V₂ Vw Air Water- Soil M₂ Ms M₁ =
The Poisson's ratio for soil sample 1 and 2 are µj and µ2 respectively. If = 1.5 and F = 0.875, then ratio 1-42 of coefficient. Of earth pressure at rest for soil sample 1 (K1) to coefficient. Of earth pressure at rest for soil sample 2 (K2), Kj/K2 will be:
Constant head test was conducted to determine the permeability constant of a certain soil sample. The table below shows the data gathered: Constant Head (cm) 29.14 Elapsed Time (s) Add your answer 141 Outflow Volume (cm³) 939 KT (cm/sec) The inner dimensions of the ring are: d = 6.2cm and h = 1.92cm where d is the diameter of the ring and h is the height of the ring. Determine the coefficient of permeability (cm/sec) of the soil sample. Round your answer to 4 decimal places.
Field and oven-dry weights of a soil sample taken with a 12 cm long by 6 cm diameter cylindrical tube are Field mass 440 g, and Oven dry mass 420 g, and density, pm of soil solids is 2.75 g/cm3, and density, pw of water is 1 g/cm3. Calculate Degree of Saturation (S). Select one: a. 45.04% O b. 12.67% O c. 22.82% O d. 76.91% O e. 31.58% O f. 13.09%
A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine volume of water in cm3.