2.4 Calculate the dry unit weight, the soturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.7 and the value of G, = 2.72. calculate also the unit weight and water content at a degree of saturation 75%

2.4 Calculate the dry unit weight, the soturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.7 and the value of G, = 2.72. calculate also the unit weight and water content at a degree of saturation 75%

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: 3.5 The moist unit weight of a soil is 19.2 kN/m. Given that G, = 2.69 and w = 9.8%, determine: a.…

Q: A soil sample obtained at the Earth Dam site in Hydroelectric Power Scheme has a bulk unit weight…

Q: A sample of soil has a total unit weight 18.73 kN/m³, and the specific gravity of solids is 2.69.…

A: Given data in question Unit weight Specific gravity Moisture content To find out Void ratio…

Q: .20 KN/cu.meter. The specific gravity of the soil is 2.55. Compute the degree of saturation and the…

A: The expression for dry unit weight is given as γd=γ1+w Here , γ is the unit weight of the soil and w…

Q: Q-14: A soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…

Q: Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil…

A: Given: Void ratio Specific gravity Degree of saturation To find: Dry unit weight Saturated unit…

Q: Determine The: 1- Porosity. 2- Solidity. 3- Solid density. of a brick clay sample (240x115x75mm),…

Q: A soil having a sp.gr. of 2.68 has a moist unit weight of 21.6 KN/cu.m. and a moisture content of…

Q: d) A sample of silty clay has a mass of 126 g. Laboratory tests results give a bulk density (p») of…

A: Given data, Mass m = 126 g Bulk density ρb = 2.05 g/cm3 = 2050 kg/m3 Bulk unit weight γb = 20.10…

Q: A natural deposit of soil was found to have a water content of 27% and to be 88% saturated. Gs=2.7.…

A: Given :- water content = 27% Degree of saturation= 88% Gs= 2.7

Q: An oven dry soil sample of 200 cm weighs 360 g. If the specific gravity is 2.7, determine the void…

Q: A silty clay has a plastic limit of 25 and a plasticity index of 30. If the clay has a liquidity…

Q: The moist unit weight of a soil is 17.79 kN/cu.m and the porosity is 0.416. If the specific gravity…

Q: Given that the field unit weight of a soil sample is 1800 kg per cubic meter the unit moisture…

Q: A sample of saturated clay has a water content of 38%. Assuming a specific gravity of 2.70 (Mg/cubic…

Q: 1. A fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mas was reduced to…

A: Water Content: The ratio of the weight of water to the weight of solids in a given mass of soil is…

Q: The unit of weight of soil is 15.10 KN/cu.m. The moisture content of the soil is 17% when the degree…

Q: A soil sample has an initial unit weight of 16.7 Kilo-Newton per cubic meter with a saturation of 18…

A: Given data in question Degree of saturation Unit weight To find out Void ratio Specific gravity

Q: The ratio of seepage velocity and discharge velocity for a soil is 2.5. Determine : (i) Porosity…

Q: For a soil, given: void ratio= 0.81, moisture content = 21%, and G, = 2.68. Calculate the following:…

Q: Example 5: A sample of saturated clay had a volume of 97 cm³ and a mass of (0.202 kg). When…

A: GIVEN : saturated volume (Vsat) = 97 ccsaturated mass (msat) = 0.202 kgdry volume (Vd) =87 ccdry…

Q: The wet unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the solids specific…

A: Given data Unit weight Moisture content Specific gravity

Q: Example 2.3: A soil has bulk density of 20.1 kN/m³ and water content of 15%. Calculate the water…

Q: The total unit weight of the glacial outwash soil is 16 kN/m3. The specific gravity of the solid…

Q: A moist clay sample weighs 0.55 N. Its volume is 35 cm^3. After drying in an oven for 24 hours, it…

Q: The bulk unit weight of the soil is 16.680 kN/m3 at a saturation of 36.870 % and the effective unit…

A: Given data: γt = 16.680 kN/m3 S = 36.870 % γ' = 9.580 kN/m3 emax = 0.880 emin = 0.390 Taking γw =…

Q: The moist mass of 0.1 ft3 of soil is 12.5 lb. if the moisture content is 14% and the specific…

Q: A fuly saturated clay sample has a mass of 1526 grams Ater oven-drying ts mass was reuced to 1053…

A: Given data : The specific gravity of soil particles GS=2.7 The mass of fully saturated clay…

Q: Problem: The moist unit weight of a soil is 18.5 kN/m3. Given that Gs = 2.60 and w = 12%, determine:…

A: given data: YTotal=YMoist=18.5 KN/m3specific gravity (Gs)=2.60water content (w)=12%unit weight of…

Q: 16 The degree of saturation of a soil is 55% and the moist unit weight is 16.66 kN/m When the moist…

A: To find void ratio(e) and specific gravity (Gs)

Q: by 5. The moist unit weight of a soil is 19.2 kN/m. Given that G, = 2.69 and w = 9.8%, determine: a.…

Q: The moist unit weight of a soil is 19.2 kN/m3. Given that Gs = 2.69 and w = 9.8%, determine: a.…

A: Given data: Moist unit weight of a soil is 19.2 kN/m3. Gs = 2.69 w = 9.8%

Q: For a given soil, the following are known: G, = 2.74, moist unit weight, 20.6 kN/m³, and moisture…

Q: EX.2 A partially saturated soil has a volume of (6x10 m') and weight of (0.902N). The sample is…

A: volume =6×10-5m3weight = 0.902Nweigth dry =0.724NG=2.6dry unit weigth=unit weigth of soil1+ωω= water…

Q: 1- A soil has a bulk density of 1.91 Mg/m and water content of 9.5%. the value of Gs is 2.7,…

A: Solution Given Data Bulk Density= 1.91 Mg/m3 water Content=9.5% Specific gravity=2.7

Q: The moist density of a soil is 1680 kg/m3. Given w=18% and G.=2,73, determine: (a) Dry Density, (b)…

Q: Problem 1.2 A soil has a bulk density of 1.91 Mg/m and a water content of 9.5%. The value of G, is…

A: In natural soil, the soil consists of solids. water, and air. These can be shown by the phase…

Q: 4. Void Ratio 5. Porosity (in %). 6. Degree of saturation (in %). 7. Determine the volume of water…

A: The given data is: Moist unit weight= 20.367 KN/m3 Gs= 2.7 Water content = 15% or 0.15

Q: In an undisturbed soil formation, it is known that the dry unit weight is 18.06 kN/m3. The specific…

A: given: γd=18.06 KN/m3Gs=2.75 calculating void ratio: γd=Gsγw1+e18.06=2.75×9.811+ee=0.5

Q: 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 =…

A: Given:The bulk unit density of 1.91 Mg/m3.The water content is 9.5%.The specific gravity of soil…

Q: SITUATION 5 The soil sample in natural state having a volume of 0.0012 cubic meter weighs 1.73 kg.…

Q: A saturated clay sample has a volume of 862 cm and a mass of 1526 g. After drying, its mass is…

Q: The moist unit weight of a soil is 17.8 kN/m and the moisture content is 14% If the specific gravity…

A: Dry unit weight is the unit weight of soil in dry comdition. Void ratio is volume of void per unit…

Q: For the given soil, the following are known: Gs=2.74, moist unit weight is 20.6 kN/m3 , and moisture…

A: Thank you for the question . As per honour code we are allowed to answer three subparts at a time so…

Q: A soil with 63.7% of degree of saturation has a dry density of 1680 kg/m' and a porosity of 37 %.…

Q: For a soil, given: void ratio 0.81, moisture content 21%, and G, - 2.68. Calculate the following: a.…

A: Given data, Void ratio= e = 0.81 Water content = w = 0.21 Specific gravity= G= 2.68

Q: The void ratio and specific gravity of soil are 0.45 and 2.72. The degree of saturation…

A: Given data : Void ratio (e)=0.45 Specific gravity (G)=2.72 Water content (w%)=30%

Q: The moist unit weight of a soil is 119.5 lb/ft3. For a moisture content of 12% and Gs = 2.65,…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: The mass of the wet sample of the soil and its container is 14.5 kg. The dry mass of the soil and…

A: As per Bartleby policy Only 3 Sub Parts (d), (e) and (f) are answered.

Q: 2-14: A soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…

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

2.4 Calculate the dry unit welght, the soturated unit weight and the buoyant
unit weight of a soil having a void ratio of 0.7 and the value of G, = 2.72.
calculate also the unit weight and water content at a degree of saturation 75%

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

Step 2

Step 3

Answer

Trending now

This is a popular solution!

Step by step

Solved in 4 steps

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

Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.70 and a value of Gs = 2.72. Calculate also the unit weight and water content at a degree of saturation of 75%.
3. A saturated soil sample has a unit weight of 23 Kn/m^3 and specific gravity of 2.69. Compute the Dry Unit weight in English units, void ratio, Porosity, moisture content and the degree of saturation.
A soil sample obtained at the Earth Dam site in Hydroelectric Power Scheme has a bulk unit weight of 18.5 kN/m3 at water content of 13.5%. spesific gravity 2.65 Determine the soil void ratio, degree of saturation and volume of air voids
the moist unit weight of a soil is 19.2kN/m3. Given that Gs = 2.69 and w =9.8%, determine the void ratio, dry unit weight and degree of saturation
The bulk unit weight of the soil is 16.680 kN/m3 at a saturation of 36.870 % and the effective unit weight is 9.580 kN/m3. If the maximum and minimum void ratio of the soil is 0.880 and 0.390, respectively, determine the following: max dry unit weight , relative density , saturated unit weight
The volume of clay sample having a natural water content of 40% is 0.0009 ft3 and its wet weight is 0.096lb. Calculate the degree of saturation of the sample, if G = 2.75.
1) The moist unit weight of a soil is 19.2 kN/m3 . Given that Gs = 2.69 and w = 9.8%, determine: a. Void ratio b. Dry unit weight c. Degree of saturation 2) Refer to Problem 1 Determine the weight of water, in kN, to be added per cubic meter (m3) of soil for: a. 90% degree of saturation b. 100% degree of saturation
The moist unit weight of soil sample is 17.5 kN/m3. Given that w=12% and Gs 2.64.Carry out calculations for (dry unit weight of solid, void ratio, porosity, weight of water, Degree of saturation)
Physics A disturbed soil sample has a unit weight of 17.88 kN/m3, air content of 17.02% , void ratio of 0..689 and degree of saturation of 58.30%. Compute: a) The specific gravity and the water content b) The dry unit weight, and saturated unit weight.
The moist unit weight of a soil is 19.2 KN/cu.m. Given that Gs=2.69 and water content is 9.8%. Determine:a) Dry unit weightb) Void Ratioc) Porosityd) Degree of Saturation
The mass of the wet sample of the soil and its container is 14.5 kg. The drymass of the soil and its container is 12.5 kg. The mass of the container is 0.5 kg, and its volume is 7.5 x 10-3 m3 . The specific gravity of the soil is 2.67. ***Questions a,b and c has been solved previously Calculate the: d) void ratio, ee) saturated unit weight, ????f) degree of saturation, Sg) porosity, nh ) How much air void is in the soil?i ) Determine the weight of water required to saturate 1 m3 of this soil.
A soil sample has a volume of 5200 cm3 and mass of 10.4 kg. water content of the soil is w = 12%. Determine(a) unit weight, (b) dry unit weight, (c) saturated unit weight, (d) void ratio, (e) porosity, and (f) degree ofsaturation (assume Gs = 2.7).