90, 95, and 100%.four samples.3.2 A cubic foot of soil in its natural state weighs 113 lb:after being dried it weighs 96 1lb. The specific gravity of thesoil is 2.70. Determine the degree of saturation, void ratio.porosity, and water content for the soil as it existed in itsnatural state.3.3 A container of saturated soil weighed 113.27 g beforeit was placed in an oven and 100.06 g after it remained in theoven overnight. The container alone weighs 49.31 g; thespecific gravity of the soil is 2.80. Determine the void ratio,porosity, and water content of the original soil sample.3.4 A saturated soil has a unit weight of 120 pcf and awater content of 32.5%. Determine the void ratio and specificgravity of the soil.3.5 A sample of dry sand having a unit weight of 105 pcfand a specific gravity of 2.70 is placed in the rain. Duringthe rain the volume of the sample remains constant but thedegree of saturation increases to 40%. Determine the unitweight and water content of the soil after being in the rain.36 Determinof the

Answered: Image /qna-images/answer/26279fd5-fb17-4882-9d5b-d5af3ea7889a.jpg

Answered: Determine the degree of saturation,…

Engineering

Civil Engineering

Determine the degree of saturation, void ratio. d water content for the soil as it existed in its

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A saturated soil has a specific gravity of 2.65 and porosity of 0.456. For this soil determine:

Q: Take degree of saturation 60%.find wet unit weight and void ratio

A: Given data : Specific gravity of soil GS=2.71 Moisture content W%=22.4 Degree of saturation S%=60…

Q: Ex// a soil has LL= 85 %, PL=48 %, w=65 %, its clay content equal to 37 %, classify the soil…

A: Given that: LL of soil, wL = 85% PL of soil, wP = 48% Natural…

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: The ratio of saturated unit weight to dry unit weight of dry unit weight is 1.25. If the specific…

A: Ratio of saturated unit weight/dry unit weight=1.25G=2.56Void ratio=?

Q: A soil has a porosity of 40%, the G-2.5 and water content of 12%. 14. Water content at full…

Q: 19. Which of the following clay mineral has a range of liquid limit between 100-800%? A. Illite B.…

A: 19- Which one of clay mineral has a range of liquid limit 100-800%> 20- Is presence of silt…

Q: The water content of a saturated soil is 25.9%. The specific gravity is 2.7. The void ratio is

A: Given data : Specific gravity (G)=2.7Water content (w%)=25.9%Degree of saturation=S

Q: Refer to the figure below. The uniformly distributed load on the ground surface is Ao. Given: Ao =…

Q: ) When the volume of the soil voids is totally filled with water the degree of saturation is…

A: When the volume of the soil voids is totally filled with water the degree of saturation is 100…

Q: Determine the water content of the soil with zero air voids and void ratio equal to 0.5. Take G=2.7

A: Given, e = void ratio= 0.5 G = 2.7 Since soil sample filled with zero air voids so, S = 1

Q: A saturated soil sample has a water content of 63.0% and a specific gravity of soil solids of 2.61.…

A: Given, As the soil sample is already Saturated, Therefore the degree of saturation (s)= 100% , In…

Q: The dry density of a soil (p) is 1420 kg/m. If the void ratio (e) of the soil is 0.895 and the…

Q: The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1490g and after drying…

A: Introduction : The given question is related with geotechnical engineering . In this question we are…

Q: A soil has a weight of 195 kN and occupies a total volumen of 0.009 m3. When oven-dried, the weight…

Q: The unit weight of soil is 15.1kN/m3 The moisture content of this soil is 17% when the degree of…

Q: If void ratio is 30% find porosity of soil

A: Porosity is defined as the ratio of the volume of voids in the soil sample (Vv) to the total volume…

Q: 2.) The unit weight of soil is 15.1kN/m3. The moisture content of this soil is 17% when the degree…

Q: The unit weight of a soil is 95 lb/ft3 . The moisture content of this soil is 19.2% when the degree…

A: Given ; Unit weight of soil = 95 lb/ft3 moisture content of soil = 19.2 % Degree of saturation = 60…

Q: A soil has a moisture content of 18%, degree of saturation of 76%, sp.gr. = 2.65. Determine its…

Q: Precipitation of minerals in soil solution occurs when: a. b. Undersaturation conditions exist b. d.…

A: The precipitation happens due to condens of water through a different process and moisture content…

Q: The ratio of saturated unit weight to dry unit weight of dry unit weight is 1. If the specific…

A: To find - void Ratio, e

Q: 2.) The unit weight of soil is 15.1kN/m3. The moisture o saturation is 60%. Determine the: -void…

Q: (b) On a partly saturated soil the following properties are know: e = 0.6 Gs = 2.75 S, = 70% Please…

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

Q: In its natural state a moist soil has a volume of 0.45 ft3 and weight of 51.32 lb. The oven-dry…

Q: The void ratio and specific gravity of a soil are 0.65 and 2.72 respectively. The degree of…

Q: The natural water content of the soil sample was found to be 40%, specific gravity is 2.7 and void…

A: Water content w=40%Specific gravity G=2.7Void ratio e=1.2Degree of saturation S=?

Q: moist soil has a void ratio of 0.65. The soil moisture content is 14% and its solids density or…

Q: The saturated unit weight of a soil is 20.5 kN/m3. The moisture content of the soil is 15%.…

A: a) Dry Unit Weight, γd = 1+wγsat=1+0.1520.5 = 17.83kN/m3. b) Void Ratio, e = (Gs⋅γw/γd) − 1 ;…

Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

100%

90, 95, and 100%.
four samples.
3.2 A cubic foot of soil in its natural state weighs 113 lb:
after being dried it weighs 96 1lb. The specific gravity of the
soil is 2.70. Determine the degree of saturation, void ratio.
porosity, and water content for the soil as it existed in its
natural state.
3.3 A container of saturated soil weighed 113.27 g before
it was placed in an oven and 100.06 g after it remained in the
oven overnight. The container alone weighs 49.31 g; the
specific gravity of the soil is 2.80. Determine the void ratio,
porosity, and water content of the original soil sample.
3.4 A saturated soil has a unit weight of 120 pcf and a
water content of 32.5%. Determine the void ratio and specific
gravity of the soil.
3.5 A sample of dry sand having a unit weight of 105 pcf
and a specific gravity of 2.70 is placed in the rain. During
the rain the volume of the sample remains constant but the
degree of saturation increases to 40%. Determine the unit
weight and water content of the soil after being in the rain.
36 Determino
f the

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

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 5 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

4. Void Ratio 5. Porosity (in %). 6. Degree of saturation (in %). 7. Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of saturation.
2.) The unit weight of soil is 15.1kN/m3. The moisture content of this soil is 17% when the degree of saturation is 60%. Determine the: -void ration -Sp.gr. of soil -Saturated unit weight
Find degree of saturation if water content is 15% , specific gravity of soil solid 2.67 , Void ratio 0.5
A soil has a bulk density of 2.3 g/cm³ and water content 15%, the dry density of soil sample is
For soil in natural state, given e - 0.8, w=24%, and Gs = 2.68. (a) Determine the bulk unit weight, dry unit weight, and degree of saturation. (b) If the soil is made completely saturated by adding water, what would its moisture content be at that time? Also find the saturated unit weight.
The porosity of the soil is 0.35 and it’s moist unit weight is 17.5 kN/m^3. The specific gravity of the soil is 2.69. Compute the moisture content of the soil. Compute the degree of saturation. Compute the saturated unit weight of the soil.
If void ratio is 50% find porosity of soil.