The soil in a borrow pit has a void ratio of 0.9. A fill-in-placevolume of 20,000 m3 is to be constructed with an in-place drydensity of 18.84 kN/m3. If the owner of borrow area is to becompensated at Rs 1.5 per cubic metre of excavation, determinethe cost of compensation. (grain specific gravity = 2.7)%3D A city has a population of 50000 people and they consume anaverage 20 million m3 of natural gas per year. What fraction of thisdemand could be met by digesting the refuse from this community.Assume solid waste generation rate is 2kg/person/day, Organicsare in the form of glucose whose organic proportion is 54.40 %.

"As per our honor code we are supposed to solve the first question, kindly post the other question…

The soil in a borrow pit has a void ratio of 0.9. A fill-in-place volume of 20,000 m3 is to be constructed with an in-place dry density of 18.84 kN/m3. If the owner of borrow area is to be compensated at Rs 1.5 per cubic metre of excavation, determine the cost of compensation. (grain specific gravity = 2.7)

The soil in a borrow pit has a void ratio of 0.9. A fill-in-place volume of 20,000 m3 is to be constructed with an in-place dry density of 18.84 kN/m3. If the owner of borrow area is to be compensated at Rs 1.5 per cubic metre of excavation, determine the cost of compensation. (grain specific gravity = 2.7)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

d) What is the equivalent permeability which will govern the productivity of the following well? re= 700 ft Ke = 500 md %3D rw = 4 inch ka= 5 md ra= 2 ft
Question 1: Earth whose in situ weight is 112 pcf, whose loose weight is 95 pcf and whose compacted weight is 120 pcf is placed in a fill at the rate of 250 cy/hr, measured as compacted earth. The thickness of the compacted layers is 6 inch. A compactor with a roller drum width of 84 inch is used to compact the material at a speed of 3.5 mph. Assume a 55 min hour operating efficiency. Determine the number of rollers required to provide the necessary compaction rate if eight drum passes are specified for each layer of earth. O 1 Roller O 3 Rollers O O Roller O 2 Rollers
Discussion: Answer the following questions by referring to relevant References. 1. Zero Air voids line should be plotted with the compaction curve plot? 2. The compaction energy per unit volume (compactive effort) used for the standard proctor test is about 600 kN.m/m³, Prove it? 3. Explain the mechanism behind the shape of the compaction curve?
A pit of volume 16x104 cum is to be filled in such a way that its void ratio comes out to be 0.75. If the soil to be borrowed has void ratio of 1.5 then determine the volume that should be extracted.
I will rate, thanks!
fast help
CTTTT The soil in a borrow pit has a void ratio of 0.90. A fill of volume 20000 m³ has to be constructed with an in place dry density of 19.2 kN/m³. If the owner of borrow pit to be compensated at rate 2.5 per cubic metre of excavation, determine the cost of compensation. Take G = 2.68, Y = 9.81 kN/m³.
A fill having volume of 150000 m³ is to be constructed at a void ratio of 0.8. The borrow pit solid has a void ratio of 1.4. The volume of soil required to be excavated from the borrow pit will be (a) 150000 m³ (c) 250000 m³ (b) 200000 m³ (d) 300000 m³
An approach road for a bridge needs 60000 m3 of soil compacted to a void ratio of 0.7. There are two borrow pits A and B from where the required soil can be taken and transported to the site. The borrow pit A has void ratio 0.85 and borrow pit B has void ratio 0.95. If the cost of excavation of soiland transportation is Rs. 20/10 m3for area A and Rs. 22/10 m3for area B, which of the borrow area is more economical? G=2.67
QI/ A contractor excavates 10,000 m soil at moist unit weight of 17.5 kN/m' and moisture content of 10% from a borrow pit and transports it to a project site. The project has an area of 20,000 m2 to be filled with this compacted soil. If the required dry unit weight and moisture content of the compacted soil are 18.3 kN/m and 12.5% (assume there is no soil loss during transportation and compaction), what is the thickness of the compacted soil and how much water needs to be added?
- Once answered correctly will UPVOTE!!