For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully saturated, find: (a) Total unit weight of the soil γt (b) Water content w (c) Does this soil sink in water?

For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully saturated, find: (a) Total unit weight of the soil γt (b) Water content w (c) Does this soil sink in water?

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.10P

See similar textbooks

Related questions

Q: G H 67.5 kN 3.6 m tof -D 112.5 kN E F 3.6 m C -4.5 m- IA 6 m Use cantilever method to analyze the fr...

Q: 20 kN 16 kN 30 kN/m D

Q: A D 10 m BO 2 m. 8 m 3 m

A: To find the length of the cable-

Q: Two runners start from rest, 250m apart. They run directly toward each other, both runners accelerat...

Q: Water flows at a rate of 0.025 cubic meter per second from reservoir A to reservoir B through three ...

Q: gate

Q: PROBLEM 1: Both a gage and a manometer are attached to a tank lo measure pressure, Given the reading...

A: The values and diagram given in the question are as follows

Q: From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve ...

Q: Find the general solution of y" - 3y' + 2y = 2e* %3D

Q: In a combined conduction-radiation problem, the source term is given by S =a(T -T*), where a and To ...

A: We have to find the value of appropriate linerarization for the source term in a combined conduction...

Q: 1. A reinforced concrete beam 300mm wide has an effective depth of 600 mm. It is reinforced with 4- ...

Q: A hollow alloy tube 4 m long with external and internal diameters of 40 mm and 25 mm respectively wa...

Q: A soil has the following soil properties for use in the Green-Ampt equation: n = 0.464 K = 1.5 in/hr...

Q: The resultant of the three forces shown below is a counterclockwise couple of magnitude 200 N-m. Cal...

A: To find magnitude of force P1

Q: Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated...

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly r...

Q: 2"

Q: 2 Y 25 500 mm 3 Y 25 30 mm = 500 N/mm2 All dimensions are in mm Doubly reinforced simply supported

A: Given data: fy=500 N/mm2d'=30 mm

Q: Figure A and Figure B show an steel plate of different thicknesses having holes inserted by a cylind...

A: Bending equation : (M/I) =(f/y) f ∝ I Above relation bending stress(f) is directly proportional to t...

Q: The specific gravity and absorption test (ASTM C128) were performed on fine aggregate. The following...

Q: Question 2. Determine the vertical displacement of joint C on the truss. Each steel member has a cro...

A: Given data: E=200 GPa=200×106 kPaA=300 mm2= 300×10-6 m2

Q: Find the reactions at the fixed connection at A. 4 N/m 2m 4m A O RA = 16N; MA = 32N. m counterclockw...

Q: the figure shown, determine the height "h" of water when the absolut essure at B is 290 kPa. Encode ...

A: PB =290kPa Pair=175kPa

Q: The area of the reservoir in problem 4 is 3.0km2 . The plant supplies a load of 12MW for 3h. Calcula...

Q: Vhich of the following is an external effect of a force? O A man pushes an unlocked door causing the...

Q: FOUNDATION PLAN NGL NGL |C-1| |C-2 5750 mm 2250 mm 2000 mm 2250 mm 10350 mm ELEVATION crete Piles - ...

Q: A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes an angle of 30° with the horizon...

Q: The data shown below were obtained on a highway. Use regression analysis to fit these data to the Gr...

Q: 3. Calculate the ultimate moment capacity of the beam shown in the figure. Use fy= 415 MPa and fc= 3...

Q: H 67.5 kN 3.6 m to D 112.5 kN E F 3.6 m B C 6 m 4.5 m- A Use cantilever method to analyze the frame....

Q: 40 k F 20 k 5ft 5 ft A -5 ft- -5 ft- -5 ft+ -5 ft-

Q: A cantilever 2.5 m long is loaded with a uniformly distributed load of 10 kN/m over a length of 1.5 ...

Q: With the aid of sketch, discuss the differences of functions of pipe in series and parallel. ?

A: Pipe in Series: Pipes are said to be in series if they are connected end to end (in continuation wit...

Q: 4. A sample of soft saturated clay has a volume of 100 cu. cm. and weighs 175 grams. If drying the c...

Q: A sieve analysis test was performed on a sample of coarse aggregate and produced the following resul...

A: Sive size Amount retained (lb) 3 in. 0 2 0 3/2 3.7 1 15.9 3/4 12.0 1/2 13.5 3/8 26.7...

Q: Describe FOUR (4) basic assumptions upon the application of Bernoulli equation.

A: Bernoulli equation works on the principle of law of conservation of energy. There are many assumpti...

Q: 40 k 20 k 5 ft E 5 ft A C B -5 ft- -5 ft- -S ft 5 ft -5 ft- Determine the Vertical Reaction at A. 25...

Q: 10 kN 0 kN 1=3 m 1-3m 1-3 m Which of the following most nearly gives the vertical displacement e?

Q: For the T-section below. 30 mm 150 mm 30 mm 150 mm The moment of inertia (in mm) about x is nearest ...

Q: Determine the vertical reaction at A.

A: To determine the vertical reaction at support A. In order to determine the reaction at A, we will ...

Q: With the schematic diagram of a pump, tanks, and piping determine the following: 1) The velocity of ...

A: Given, Pump and pipe system

Q: Problem 2: Select the lightest C section that will safely support the service tensile loads (Dead Lo...

A: Given:- The magnitude of the dead load = PD = 65 k The magnitude of the live load = PL = 50 k The di...

Q: Flow occurs over the spillway of constant section as shown in Figure Q2(d). Given that yı, = 4.2 m a...

A: Spillway: It is a hydraulic structure which is used for the release of water from dam. They are loca...

Q: A.

Q: Aggregate from three sources having the properties shown in table below were blended at a ratio of 2...

Q: Design the beam to resist the loads shown using WSD Method. Take fc = 9 MPa, fs = 124 MPa, n= 11, ba...

A: Solution Calculating Modular ratio m=2803σcbc=2803×9=10.370 calculating critical depth of neutral ax...

Q: Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Figure ...

Q: Show your table. 10. TRANSIT RULE. Given in the accompanying tabulations are observed and calculated...

A: Since we only answer upto 3 subparts, we'll answer the first 3. Please resubmit the other subparts T...

Q: For the permeameter shown below, develop a table showing the pressure head, elevation head and total...

Q: A vertical gate of height 5 m and width of 3 m opposes the water at one of its sides. The deep of th...

Q: 1.) In the joint to joint analysis in portal method, what is the first unknown force to be determine...

A: 1. The first step in the portal analysis is adding hinges at the center span or at the height of al...

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

For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully saturated, find:
(a) Total unit weight of the soil γt

(b) Water content w

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 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

The unit weight of soil is 15.10 kN/m3. The moisture content of this soil is 17% when the degree of saturation is 60%. Determine the following: 1. Void ratio 2. Sp.gr. of soil 3. Saturated unit weight
A saturated sample of inorganic clay has a volume of 21.4 cm3 and weighs 36.7 g. After drying, the volume is 13.7 cm3. The weight of dry soil is 23.2 g. Determine the following: (a) Water content, (b) specific gravity, (c) void ratio, (d) saturated unit weight, (e) dry unit weight, (f) shrinkage limit.
The unit of weight of soil is 15.10 KN/cu.m. The moisture content of the soil is 17% when the degree of saturation is 60%. Determine the following:a) Void ratiob) Sp.gr. of soilc) Saturated unit weight
2. A saturated soil with specific gravity of solids equal to 2.65 has a unit weight of 19KN /m^3. Determine the dry unit weight (KN/m^3) and porosity of the soil sample.
For a given soil, the following are known: Gs = 2.74, moist unit weight is 20.6 kN/m3, and moisture content is 6%. Determine: Dry unit weight Void ratio Porosity Degree of saturation
The dry unit weight of soil at zero air voids is equal to 19 kN/m3. The soil has a water content of 12% and degree of saturation of 58%. Compute the following: a.) Specific gravity. b.) Void ratio. c.) Porosity.
A moist soil has a void ratio of 0.65. The soil moisture content is 14% and its solids density or relative specific weight of solids is 2.7. Determine: a. Porosityb. Degree of saturation (%)c. Dry unit weight (kN/m3)
The volume and weight of a partially saturated clay sample are 185 cm3 and 362 g respectively. After drying in an oven its weight reduced to 326 g. If the natural void ratio of the soil was 0.54, determine the moisture content in percent. O a. 8 O b. 10 Oc. 9 O d. 11
The volume and weight of a partially saturated clay sample are 185 cm3 and 362 g respectively. After drying in an oven its weight reduced to 326 g. If the natural void ratio of the soil was 0.54, determine the moisture content in percent. a.9 b.11 c.8 d.10
4.1.4 A soil has a bulk unit density of 1.91 Mg/m3 and a water content of 9.5%. The value of Gs = 2.7. Calculate the void ratio and degree of saturation of the soil. What would be the values of density and water content if the soil were fully saturated at thesame void ratio.
The water content of a saturated soil and the specific gravity of soil solids were found to be 25% and 2.65 respectively. Assuming the unit weight of water to be 11KN/m³, the saturated unit weight (KN/m³) and the void ratio of the soil are respectively:
The volume and weight of a partially saturated clay sample are 185 cm3 and 362 g respectively. After drying in an oven its weight reduced to 326 g. If the natural void ratio of the soil was 0.54, determine the specific gravity of the solid.ANSWER: 2.71