Q2. AirShown in the figure below is the phase diagram of a soil specimenwhose specific gravity G₁ = 2.8 and air content A= 22%. If VT = 1cm³ and Ms = 1.4 g.1. Solve the phase diagram2. Calculate e, wc ,Sr. Pd .PT, and y'AirWaterVT=1 cm³SolidMs=1.4 g

Answered: Image /qna-images/answer/5f2db88c-679c-4ad3-a5fe-4e9c9efb4738.jpg

Answered: Folve the phase diagram Falculate e,…

Engineering

Civil Engineering

Folve the phase diagram Falculate e, wc,Sr. Pd.PT, and y' Vr=1 cm³ Air Water Solid

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter9: In Situ Stresses

Section: Chapter Questions

Problem 9.11P

See similar textbooks

Related questions

Q: 1.Freh concrete it is a fresh concrete set after it loses its plasticity gradually. 2. In dry…

A: in this question some statement is asked which is related from concrete technology

Q: N 60 mm TH. 20 mm 60 mm - 20 20 mm a. What is the value of y? b. What is the moment of inertia for…

Q: rries udl of 4 kN/m on the le span of the arch. Take EI =

Q: For a shallow foundation shown below: Estimate the moments about the x- and y-axis; assume that the…

Q: Write shear and moment equations for the beams in the following problems. In each problem, let x be…

Q: Ex12.4: Land was flooded, water table reach the soil surface (Fig. 12-17). the water table reduce…

Q: ure below, a fluid avity of 0.77 is w rate is recorder

Q: Q1:-Answer the following statements with (True) or (False) only) 1- Bernoulli's equation is an…

Q: A constant 3.14 KN force was exerted on an object when it moved up to a distance of a quarter meter…

Q: The cable segments support the loading shown. Determine the distance y, from the force at C to point…

Q: Calculate vertical components at point C

Q: 6.2. The design storm of a watershed has the depths of rainfall of 4.9 and 3.9cm for the consecutive…

Q: SOLVE THE PROBLEM USING DOUBLE INTEGRATION METHOD Problem IV. Determine the support reactions of the…

Q: C B 30 400mm 600mm TALN 6kN a) Calculate the force, FAB at point AB.

Q: Dramp that is inclined at a morizontal width x of the ra

Q: Q1// Complete the leveling table given below. If an even upward gradient of lin 20 starts at station…

Q: pipe (d = 80 mm). I pe is 2000 kN/m² th um velocity. flow of oil. ictional drag over 1 tress at 10…

Q: Q1: The figure below represents a circular curve having coordinates given in the Table. The…

Q: 4-49. Draw the shear and moment diagrams for each member of the frame. The members are pin connected…

Q: 6. A closed traverse with 5 corners has field measured interior angles at each corner as follows,…

Q: What is the maximum stress that can be safely applied to a steel bar which contains a circular…

Q: Irrigation water is to be provided to a crop in a field to bring the moisture content of the soil…

A: Asked: To determine the required depth of irrigation for given soil and crop requirements. Given:…

Q: 2. Based on the pressure of fluid on the submerged curved or flat plate, hydraulic gates are…

Q: 1. A backsight of 3.055 m is taken on a point 75 m from a level station and a foresight of 1.258 m…

Q: Hand written p A B -a- aw the shear and bending-moment diagram ding shown. Wo

Q: Q.No 6. a) Determine the horizontal deflection at joint E of the truss shown in Fig. due to a…

Q: Water is flowing into and discharging from a vertical pipe U-section as shown in Figure. At flange…

Q: An open channel is anticipated to convey 8cumecs of water. The slope of the channel bed is 0.0015.…

Q: 19. A sedimentation tank has a volume capacity of 15,000 m³. If the average flow rate entering the…

Q: A 400 mm square column carries a dead load (Gk) of 1050 kN and imposed load (Qk) of 300 kN. The safe…

A: Answer We are given 400 mm square column Dead load on foundation Gk = 1050 KN Live load on…

Q: 4.7-2 An HSS 10 x 6 x 6 with F 46 ksi is used as a column. The length is 15 feet. Both ends are…

Q: is 500 m and summ reservoir. per tion 0.05. If leng = mit is 100 m then, rough syphon.

Q: Find the flowrate (in cubicmeter/ second). 11 = 1.6 m Discharge P = 1 m W Broad-crested weir

A: given- Length of the weir B= 1 mHead over weir H=1.6 m

Q: SOLVE THE PROBLEM USING DOUBLE INTEGRATION METHOD Problem III. Determine the support reactions at B…

Q: has a loos = 0.75⁰ wh Termine the

A: given:

Q: S₂ S₂ Sa S₂ * O O 0 S₁ = P t = 30mm S₁ S₂ = 40 mm dbn = 28 mm Fy = 345 Mpa Fu- 450 MPa 1.) Determine…

Q: Determine the moments at all supports. Support B settles 10 mm, and EI is constant. Take E = 200…

Q: 2. During an excavation for a tunnel, 250 m below ground level, a highly fractured siltstone rock…

Q: 10. A steel gate 2.0 m high and 1.6 m wide has its topmost side 1.4 m below the water surface. What…

Q: Ex 12-6: agricultural land subjected to heavy rainfall of 10 days duration which caused groundwater…

Q: A leaf spring can deflect 5mm at a load of 250 N. The initial camber has its center's vertical…

A: The initial position of camber (with respect to the ends) was 160 mm Now at the moment it crosses…

Q: Problem 1 Design a lighting column subjected to an axial compression force of 30 kN, using a CHS…

A: Given data:- Axial compression force, NED = 30 kN Length of column. L = 3 m Yield strength of…

Q: Gate AB shown in the figure below closes a tank of water. the pressure gage at C shows a pressure of…

Q: Wo A B C Draw the shear and bending-moment diagrams for the beam and loading shown.

Q: Using the method of sections, DRAW THE SHEAR AND BENDING MOMENTS DIAGRAM The solution should…

A: L = 10m

Q: Example 18.4: Find the Horizontal thrust 'H' at each support. 40 KN 30 kN 20 kN 10 kN. ZU 45° 60° H…

Q: PI Elev 108.00m 1.50m -3% +6% A Sta 1+060 PT PC Sta 1+000 Elev 100.00m Based on the given…

Q: 5.0m (100+SN) KN 144 KN H A 5.50 m B E 6.0 m 7.0 m G 5.0 m 40m R 4.20 m 120 KN 96 KN M N P W Note:…

Q: Wo A C L Draw the shear and bending-moment diagrams for the beam and loading shown. B

Q: Q.1/A Rs) Determine the magnitude of the component force F in Fig. and the magnitude of the…

Question

Q2. Air
Shown in the figure below is the phase diagram of a soil specimen
whose specific gravity G₁ = 2.8 and air content A= 22%. If VT = 1cm³ and Ms = 1.4 g.
1. Solve the phase diagram
2. Calculate e, wc ,Sr. Pd .PT, and y'
Air
Water
VT=1 cm³
Solid
Ms=1.4 g

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 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

Using Unified Soil Classification System, determine the following: (a) Coefficient of Gradation (b) Group Symbol. Passing No. 4 = 47 % Passing No. 200 = 10 % D10 = 3.45 mm %3! D30 = 6.29 mm De0 = 13.72 mm Plasticity for the minus No. 40 fraction: Liquid Limit = 28 % Plastic Limit = 17 % O GC-GM GP-GC O GC O Coef. Of Gradation = 0.84 O GP O Coef. Of Gradation = 3.97
In a partially saturated soil, the moisture content W% is 66.67%, the relative specific gravity of solids Ss is 2.5, and the saturated specific gravity of the sample is 1.45 g/cm3. If the volume of air is equal to 8 cm3. Determine the other quantities of the scheme, and calculate: e, n, Gw%, Ym, Yd, Ysat, Y'. Note: Kindly answer all with clear calculations.
Classify the soil by IS classification Given:- Liquid limit=22% Plasticity limit=19% Percentage passing through 4.75mm IS sieve=98.5% Percentage passing through 75 micron IS sieve=35% D60=0.22 D30=0.19 D10=0.16
3. A soil sample was taken with a cylindrical metal core having a volume of 300cm³. The soil was saturated with water and then drainage water was allowed to drip. Meanwhile, evaporation of water from the soil was prevented. The drained soil sample weighed 500 g before oven drying and 350 g after oven drying. Calculate the following: a. bulk density (p6) b. moisture content by mass(%0m) and by volume (%0v) c. porosity (assume ps = 2.65 g/cm³) d. cm of water per 100 cm depth of soil %3D
The sieve analysis data for a granular soil are given below. % passing 76.2 mm sieve = 98 % passing 4.75 mm sieve = 63 % passing 0.075 mm sieve = 18 What would be the percentage of fine fraction by the USCS system? а. 18% оБ. 16% O c. 63% O d. 35% e. 98%
The following are the results from the liquid limit and plastic limit test for a sail Liquid limit = 39.1% Plastic limit=18.7% a. b. C. No. of Blows 15 20 28 LI Moisture Content 42 40.8 39.1 What is the plasticity index of the soil? What is the liquidity index if the water content is 24%? What is the consistency index?
5 Problem: For a given inorganic soil, the following are known: Percentage passing No. 4 Sieve... 100 Percentage passing No. 200 sieve.. 77 Liquid limit Plasticity index.... ...... 63 25 70 CH or CL U-b RI40.73(L-20) MH -line OL PIOLL- CL-ML OF ML OH or OL 10 16 20 30 40 50 60 70 80 90 100 Liquid limit Classify the soil by using Unified Sqil Classification System. a) What type of soil is this? b) What is the group symbol of the soil C) What is the group name of the soil?
Calculate the coefficient of permeability of a soil sample of 6 cm is height and 50cm2 in cross sectional area, if the quantity of water equal to 450ml passed down in 10minutes under an effective constant head of 40cm. On oven drying, the test specimen weigh 495g. Take Gs as 2.65, calculate the seepage velocity of water during test.
Using AASHTO Classification System, determine the following: (a) Group Index (b) Soil Classification Passing No. 10 = 85 % Passing No. 40 = 61 % Passing No. 200 = 47 % Plasticity for the minus No. 40 fraction: Liquid Limit = 42 % Plastic Limit = 34 % O A-7 (3) O A-6 (0) O GI = 2.52 say 3 O A-4 (0) O A-5 (2) O GI = 1.88 say 2 O GI = - 0.64 say 0
Problem Set 4 2. The following data were obtained from the liquid and plastic limit tests for a soil: Liquid Limit Test: Moisture content, w% 32.35 31.55 31.35 33.62 33.00 Number of blows, N 22 29 32 16 19.00 Plastic Limit Test: Moisture content = 20.62% a) Draw the flow curve from the liquid limit test data and find the liquid limit. (use excel to graph) b) What is the plasticity index of the soil?
A 50g sample of soil (oven dry weight) was leached with excess 1 N NH4OAC. After washing away excess ammonium acetate, it was later found that it can hold 0.072g of NH4 .What is the CEC of this soil in cmolc/kg? Select one: a. 8 cmolc/kg b. 16 cmolc/kg c. 24 cmolc/kg d. 30 cmolc/kg
The data from a standard Proctor test are shown in the table below.a. Determine the maximum dry unit weight and the optimum water content.b. Plot the zero air voids line.c. Determine the degree of saturation at the maximum dry unit weight.Diameter of mold 101.4 mmHeight of mold 116.7 mmMass of mold 4196.50 gramsSpecific gravity, Gs 2.722