A moist soil has a volume of 0.0081 m³ and weighs 151.2 N. The oven dry weight of soil is 138.6 N. Assume Gs = 2.7 and find the following in requested units: a. water content, w (%) b. total unit weight, y (kN/m²) c. dry unit weight, yd(kN/m²) d. void ratio, e

A moist soil has a volume of 0.0081 m³ and weighs 151.2 N. The oven dry weight of soil is 138.6 N. Assume Gs = 2.7 and find the following in requested units: a. water content, w (%) b. total unit weight, y (kN/m²) c. dry unit weight, yd(kN/m²) d. void ratio, e

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: 1.Three phases of a soil element? 2.Define volumetric relations (equation and text):e= , n=, S= 3.…

A: Hey, since there are multiple questions posted, we will answer first four questions only. If you…

Q: B. The moist weight of 0.028 m' of a soil is 52 kg. The moisture content and the specific gravity of…

A: Given data : Moisture content (w%)=11%specific gravity (GS)=2.7Volume (V)=0.028 m3Moist weight…

Q: Determine porosity of soil

A: Given data : Void ratio (e)=0.65

Q: For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the dry density of soil in slug/ft3. Note p…

Q: Determine the specific gravity of soil solids, G,.

A: Given, Dry unit weight = 11.51 KN/m3 Unit weight of water = 9.81 KN/m3 Assume,…

Q: a. Identify at least three soil types in your area. b. Can you make out the physical properties of…

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

Q: (a) Mass of jar with cone and sand (before use) = 4950 g, (b) mass of jar with cone and sand (after…

A: Given data in question Mass of jar before and after use Mass of soil Densityof sand To find out…

Q: Consider the following statements in relation to the given table Component Volume (cm³) Weight (g)…

A: Given, Component Volume (cm3) Weight (gm) Air 0.1 0.0 Water 0.3 0.3 Solid 0.6 1.50 To…

Q: Situation 11 - The moist unit weight and degree of saturation of a soil are given in the following…

Q: A saturated soil has the following characteristics. Initial mass = 41.75 grams Final mass = 28 4…

Q: For a given soil, the following are given in Table: Specific Gravity Gs. bulk unit weight (Y), and…

A: Dry unit weight is a measure of the number of solid particles per unit volume. Void ratio is defined…

Q: Problem 2. A saturated clay soil has a moisture content of 40%. Given that G 2.73, determine the…

Q: A SOIL HAVING A VOLUME CONTENT OF SAMPLE HAS A MASS, OF 830 GRAMS FROM THE FIELD TAKEN X 10-3 cu m.…

A: Given: The mass of the soil sample is 1830 gm. The volume of the sample is 1 x 10-3 m3. The specific…

Q: A 9.61cm3 sample of soil weighs 19g. After being dried in an oven, its weight in 17g. If the Gs=…

Q: An oven dried soil has a mass of 225 g. The soil was placed in a specific gravity bottle and then…

A: Given : Mass of soil solids= 225g Mass of bottle with soil and water=1650 g Mass of bottle filled…

Q: 13. A soil has a specific gravity of solids (Gs) of 2.65, a water content of 13% and a void ratio of…

A: Porosity: Porosity is the measure of the void space in the material. The amount of void space is…

Q: Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of…

Q: 3.3 The moist weight of 0.1 ft³ of soil is 12.2 lb. If the moisture content is 12% and the specific…

Q: 4. Determine the PI and LI for a soil with the following parameters. Would you expect this soil to…

Q: 1. The saturated unit weight of a soil is 13 kN /m° at a moisture content of 26 %. The unit weight…

Q: Problem 4 Given: Weight of moist soil Volume of soil Water content Specific Gravity (Gs) 355 lb 3.05…

Q: Gravel Sand Silt Clay Coarse Medium Fine 100 90 80 70 B 50 40 30 20 10 10 4.75 2 0.420 0.10.075 0.01…

Q: The mass of a sample of a saturated soil is 540 grams. The dry mass (after onven drying) is 420…

A: The mass of a sample of saturated soil (Msat)=540 grams.The dry mass (after oven drying) is(Mdry) =…

Q: 6. For a given soil, density = 2180 kg/m3 and n = 0.3. Determine: a. Void ratio b. Specific gravity…

A: The given data is shown below: Density=2180 kg/m3n=0.3

Q: A container of volume 3 x 103 m³ weighs 10 N. Dry sand was poured to fill the container. The…

Q: 160 Chapter 6: Hydraulic Conductivity 6.8 The hydraulic conductivity, k of a soil is 0.832 x 10-5…

A: Absolute permeability Kˉ=8.542×10−15m2Explanation:

Q: Problem V. The mass of a wet sample of soil and its container is 0.34 kg. The dry mass of the soll…

Q: Classify the soil according to Unified soil classification Sieve No. 4 10 20 40 60 80 100 200 Pan…

A: Mass retained in each sieve is given. From that, we can find that how much percentage retained and…

Q: . Determine the specific gravity of soil solids based on the data below: Initial volume of soil in…

A: Final mass of 30.10g should be dry mass. Because saturated mass is already mentioned.

Q: Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of…

Q: A saturated soil has the following characteristics: Initial mass = 40.01 grams Final mass = 28.32…

Q: For a given soil, derive the following relation by drawing the three-phase diagram: Given: Yt = Gs…

Q: ss = 643.9 kg gravity of soil solids = 2.68 ine: ure content. our answer to three significant…

Q: Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of…

Q: Given the dry density = 1650 kg/m3, moisture content = 25%, and Specific gravity = 2.7. Calculate…

Q: Water flows through a sand filter as shown on the figure. The soil has a cross sectional area of…

A: Discharge through soil is given by Q = KiA K is equivalent permeability i is hydraulic gradient A…

Q: The moist unit weights and degrees of saturation of a soil are given below degree of saturation…

Q: 2. For a given soil, derive the following relation by drawing the three-phase diagram: Y=G, Y (1-n)…

Q: For the soil profile shown below, assume each soil is isotropic and has hydraulic conductivity given…

Q: fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of…

A: This question is related to Soil Property from soil mechanics.

Q: 5. For a moist soil, given the following: V = 7.08 x 10³ m³; W = 136.8 x 10³ kN; W = 9.8%; Gs =…

A: Required :- a. Dry unit weight b. Void ratio c. Volume occupied by water Correction in question…

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

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: Write down the given data

VIEW

Step 2: Solution

VIEW

Step 3: Final answer

VIEW

Step by step

Solved in 3 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

cons 3
Subject is soils mechanics
in a partially saturated soil e (void ratio) = 1.2; w = 30%; Ss = 2.66; calculate the γm(specific gravity of soil mass) and γd (dry specific weight of sample) of said soil. complete the diagram show in the image. I WILL RATE IT.
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 =
8. The grain size analysis for a soil is given as: asso a. Plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, Co. d. Calculate the coefficient of curvature, Co Sieve No. 4 10 20 40 60 100 200 Pan Mass of soil retained (g) 28 42 48 128 221 86 40 24 Cu= Duo / Dio (c = (P30)² 2²/D₁x Duo
I need the answer as soon as possible
Q2- Classify the soil of following properties according to Unified and Textural Classification Systems; L.L= 40% P.L = 35% (show all calculations and steps). Size, mm 0.212 0.15 0.075 0.02 0.006 0.004 0.001 % finer 100 89 (50+N) 47 38 30 (5+N) N=5
Permbility. K.
Question 2 A soil has a water content of 25 %, a void ratio of 0.7, and a specific gravity of solids of 2.7. (a) On the phase diagram shown below, choose the total volume to be equal to one, and fill up all other quantities. Use Kg for mass and m³ for volume. Volume (m³) V₁ Vy Vw Vs AIR WATER SOLIDS Phase Diagram Mass (Kg) Mw X Ms (b) Use the phase diagram to calculate the following quantities. (i) total density (ii) dry density (iii) degree of saturation (iv) saturated density (assume no volume change) M₁
Write the solution in clean white paper and box all specifics answer corresspond to the given letter
For a given soil, show that Y sat e 3=