Problem 2 The moist weight of 28.8 x 10^4 m^3 of soil is 54.27 N. If the moisture content is 12% and the specific gravity of soil solid is 272. Find 1. porosity 2. degree of saturation 3. volume occupied by the water

Problem 2 The moist weight of 28.8 x 10^4 m^3 of soil is 54.27 N. If the moisture content is 12% and the specific gravity of soil solid is 272. Find 1. porosity 2. degree of saturation 3. volume occupied by the 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 3.18P

See similar textbooks

Related questions

Q: A student began experiment for determination of 5-day, 20 °C BOD on Monday. Since the 5th day fell…

A: Given- BOD7=150 mg/L,constant k=0.23/day, It is needed to find the 5 day BOD.

Q: determinate, statically indeterminate, or unstable. If indeterminate, specify the degree of…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: The mass center G of the 1535-kg rear-engine car is located as shown in the figure. Determine the…

A: Given: Load=1535kg Distance between front wheel and G=1309mm Distance between G and back wheel…

Q: 8. The beam loaded as shown is supported by a hinge at A and a roller at B. Find the reactions in…

Q: 5. Replace the loading system by an equivalent resultant force and specify where the resultant's…

Q: -6.9 m- +3.1 m 210 kg

A: Given:- weight = 210 kg To find:- Ax Ay By

Q: A rectangular beam has the following properties: bw = 300 mm d = 550 mm f'c = 21 MPa Stirrup…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: 1.4 A river reach had a flood wave passing through it. At a given instant the storage of water in…

A: Calculate the storage in the reach after an interval of 3 hours?

Q: PLATE NO. 2: DEGREE STRUCTURES Direction: Do as required. Show your solution in neat and orderly…

A: As per guidelines we need to answer only first 3 subparts of questions so please repost rest…

Q: The assembly has a mass of 4 Mg and is hoisted using the winch at B. The boom has a mass of 2 Mg and…

A: Given : Mass of assembly = 4 kg Mass of boom = 2 Mg Determine the greatest upward acceleration of…

Q: A horizontal curve has a design speed of 50 mph. Compute the degree of the curve if e = 0.10m/m and…

Q: x² + cos x x-+-x5+x-2x2 using the Squeeze Theorem. Evaluate lim

Q: Design a wastewater treatment primary clarifier for an average flow rate of 1.10 MGD, and a peak…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: A vertical curve is needed to join to tangents; G₁=2% and G2-5%. Assuming the worst case scenario…

A: Given :- Vertical curve Grade of first tangent , G1 =2% Grade of second tangent , G2 = 5% Design…

Q: Determine block shear strength of tension member shown in figure if grade of steel is Fe-410 ISA 100…

A: Given- Diameter of hole=20 mm, Ultimate stress fu=410 MPa, Yield stress fy=250 MPa, It is needed to…

Q: Q-Water is flowing a critical depth at a section in a A shaped channe with side lopes of 0.5 H:1V.…

Q: 5. Laboratory compaction test results for a clayey silt are given in the following table. Dry unit…

Q: Find the asphalt application rate obtained if the volume of asphalt used (standard con- ditions) was…

A: Pavement surface materials such as asphalt concrete are widely used around the world. It is a…

Q: A mechanic is reinstalling a newly-sharpened blade on a lawn mower. A wedged-in block of wood at C…

Q: 8. Plot the consolidation curve for the data given below and determine the preconsolidation stress…

Q: Q- What is end depth in free overall?

A: We have asked End depth in Free overall.

Q: Calculate the force and moment reactions at the bolted base of the overhead traffice-signal…

A: Answer Let us first draw free body diagram of forces acting on rod AC and OC Consider Assembly AC…

Q: Determine the reactions on the beam. 5 k/ft -24 ft 2 k/ft B 10 ft Ray = Rax = Rby = Rbx = RB ||

A: Determine the reactions on the beam.

Q: x² + cos x x-+-x5+x-2x2 using the Squeeze Theorem. Evaluate lim

Q: What is the maximum deflection in the cantilever beam shown below? Where does the maximum deflection…

Q: QUESTION 3 The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and…

A: Geotechnical engineering : Geotechnical engineering is a subfield of civil engineering that studies…

Q: Situation II. Determine the degree-of-freedom of the following truss and rigid framm D a mm. d e…

Q: The uniform beam has a mass of 47 kg per meter of length. Determine the reactions at the supports. A…

A: Reference : Structural analysis, Basic mechanics and reactions at supports. Given : The uniform beam…

Q: 4] A 100 ft. steel tape is supported only at its endpoints under a steady pull of 8.5 kg. If the…

Q: If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a…

Q: The diameter of a pipe at the sections 1 and 2 are 10 cm and 15 cm respectively. Find the discharge…

Q: The uniform beam has a mass of 52 kg per meter of length. Determine the reactions at the supports. A…

Q: SITUATION 13: A force F with a magnitude of 100 N is applied at the origin O of the axes x-y-z as…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: raw a regular pentagon

A: Given:- diameter=75mm To find:- regular pentagon

Q: A propped beam of length 6m carries a concentrated load of 130kN, 2m from the fixed support and…

A: A Propped cantilever beam, loaded 130 kN at 2 m from the fixed end and 40kN at 4 m from the fixed…

Q: A vertical curve is needed to join to tangents; G₁=0% and G₂=-5%. Assuming a level grade (0%) for…

A: Vertical curves are formed when two different gradients meet at a point. If convexity of curve is…

Q: Find the force in member DG and DF using method of section. Where the figure is pinned at point A,…

Q: What is the intersection sight distance (ft) needed at a yield controlled intersection for a…

A: Given, Design speed of car= 50mph Left Turns with Yield Controlled intersection Find out :- ISD

Q: coefficient of volume compressibility

A: Given. Determine the co-efficient of volume compressibility ?Where, Following data observed…

Q: A horizontal jet of water with its cross-sectional area of 0.0028 m² hits a fixed vertical plate…

A: Given: Cross-section area of jet water A=0.0028 m2 Velocity of jet V=5 ms To find: Force of impact…

Q: 9-61. Determine the location y of the centroid C of the beam having the cross-sectional area shown.…

Q: Determine the forces in all bars. Indicate tension or compression. Given: X= 8 kips.

Q: distance (ft) when the design speed is 55 mph, assuming the AASHT eption-reaction time.

A: Given:- design speed =55mph To find:- brake reaction distance(ft)

Q: What deceleration rate (ft/s2) does AASHTO recommend for calculating stopping sight distance?

A: Stopping sight distance is the minimum distance required to stop a vehicle without collision when…

Q: (D² - 4D + 4)y=

Q: Answer 4.3

Q: Direct runoff from a flood over a basin of area 50 hectare was observed as 25000 m³ during a storm.…

Q: A vertical curve is needed to join to tangents; G₁=5% and G2=2%. Assuming the worst case scenario…

Q: 9-61. Determine the location y of the centroid C of the beam having the cross-sectional area shown.

A: Given : Determine the location y of the centroid C of the beam ?

Q: The cantilever beam has a rectangular cross section 50 mm wide and h mm high. Find the smallest…

A: Using deflection formula

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

Problem 2

The moist weight of 28.8 x 10^4 m^3 of soil is 54.27 N. If the moisture content is 12% and the specific gravity of soil solid is 272. Find
1. porosity
2. degree of saturation
3. volume occupied by the water

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

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

Problem 5 The moist weight of 0.1 ft3 of soil is 12.2 lb. If the moisture content is 12% and the specific gravity of the soil solids is 2.72, find the following: 1. Moist unit weight. 2. Dry unit weight. 3. Void ratio. 4. Porosity. 5. Degree of saturation. 6. Volume occupied by water.
3.16 The moist density of a soil is 1935 kg/m. Given w = 18% and G, = 2.7, determine: %3D a. Dry density b. Porosity c. Degree of saturation d. Mass of water, in kg/m', to be added to reach full saturation
3.) A saturated soil has the following characteristics: Initial volume: 25 cm3 Final volume: 16 cm3 Mass of Wet Soil: 45 g Mass of Dry Soil: 31 g a.) Determine the shrinkage limit of soil. b.) Determine the shrinkage ratio. c.) Determine the specific gravity of soil solids.
Determine the uniformity coefficient and coefficient of gradation for soil A.
The moist weight of 28.8x10^4 m3 of soil is 54.27 N. If the moisture content is 12% and the specific gravity of soil solids is 2.72, find the following: a. Porosity b. Degree of Saturation c. Volume Occupied by Water
Problem 11:The moist unit weight of a soil is 105 lb /ft3. Given that w = 15% and Gs = 2.7, determinea. Dry unit weightb. Porosityc. Degree of saturationd. Weight of water, in lb/ft3, to be added to reach full saturationProblem 12:
If a soil has a specific gravity of 2.71 and a water content of 0.17. What is the dry density on the zero air voids curve in pcf? Note that water content is provided in decimal form (0.2 = 20%). %3D
Subj: Soil Mechanics Specifications for a proposed earth fill require that a soil be compacted to 95% of Standard Proctor dry density. Tests on borrow material indicate maximum dry density equal to 124 lb/cu ft. at a optimum moisture content of 12% The borrow material in its natural condition has a void ratio of 0.60. Gs=2.65. Determine the relative compaction. a. 87.87% b. 83.48% c. 95.00% d. 92.76%
1. The moist weight of (2.7 + 0.25A) x 10° m³ of soil is (55.5 +0.1C) x 103 kN. If the moisture content is (14 + 0.5B) % and the specific gravity of soil solids is (2.65 + 0.05 D), determine the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by water
Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities. 1. Soil having initial sturated volume and final dry volume 28.5 cm3 and 18.5 cm3 respectively. 2. Soil having initial saturated mass and final dry mass 48g and 35g reepectively and shrinkage limit is 18.4. A) 1.89, 2.89 B) 1.95, 2.95 C) 1.97, 2.97 D) 1.71, 2.71 make it fast
3. A moist soil has total volume of 0.00708 m³, total mass of 13.95kg and moisture content of 9.8% and specific gravity of soil solid, Gs=2.66. Determine the dry unit weight and porosity
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+17 47 38 30 (5+.17