Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 7500 ft3 of compacted soil. The void ratio of the compacted fill is specified as 0.6. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 1.11 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.93 and the unit cost = $7 /ft3 %3D 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 0.75 and the unit cost = $ 11 /ft3 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.73 and the unit cost = $ 8 /ft3 5. Calculate the total cost to pay to Pit D = Next page page MacBook Air >> 20 F3 O00 FA F5 F7 F8 F1 F2 @ # 2$ & 2 4 7 8 E R Y S D K.

Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 7500 ft3 of compacted soil. The void ratio of the compacted fill is specified as 0.6. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 1.11 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.93 and the unit cost = $7 /ft3 %3D 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 0.75 and the unit cost = $ 11 /ft3 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.73 and the unit cost = $ 8 /ft3 5. Calculate the total cost to pay to Pit D = Next page page MacBook Air >> 20 F3 O00 FA F5 F7 F8 F1 F2 @ # 2$ & 2 4 7 8 E R Y S D K.

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

A proposed embankment fill requires 7500 m3 of compacted soil. The void ratio of thecompacted fill is specified as 0.7. Soil can be transported from one of the four borrowpits, as described in the following table. The void ratio, specific gravity of soil solids,and the cost per cubic meter for moving the soil to the proposed construction site areprovided in the table.a. Determine the volume of each borrow pit soil required to meet the specification ofthe embankment site.b. Make the necessary calculations to select the borrow pit which would be most costeffective.
A proposed embankment fill required 8000 m3 of compacted soil. The void ratio of the compacted fill is specified to be 0.6. Four available borrow pits are shown below along with the void ratios of the soil and the cost per cubic meter for moving the soil to the proposed construction site. Make the necessary calculations to select the pit from which the soil should be brought to minimize the cost. Assume Gs to be the same for all borrow-pit soil.
A proposed embankment fill requires 8000 ?3 of compacted soil. The void ratio of the compacted fill is specified as 0.70. Four borrow pits are available as described in the table which list the respective void ratios of the soil and cost per cubic meter for moving the soil to the proposed construction site. Make necessary calculations to select pit from which the soils should be bought to minimize the cost. Assume specific gravity to be the same at all pits.
Indicate the general advantages and disadvantages associated with hydraulic fill placement methods.
Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30 ft.
How do you determine amount of material (embankment cubic yards) that is needed to build an engineered fill portion? Only given information: square footage of slab on grade: 16" deep in-situ wet density: pcf in-situ moisture content: % required compaction: 95% as well as a distribution report and compaction test report I just need equations to find this out please.
A proposed earth embankment requires 50,000 cubic meters of soil. The soil will be compacted to a void ratio of 0.75 when it is placed in the embankment. There are four available borrow pits, designated A, B, C, and D. The void ratio of the soil in each pit and the cost per cubic meter for moving the soil to the proposed construction site are shown as follows: Determine which borrow pit is the most economical.
How can the geotechnical properties of soil from embankment dam be used as basis for detection of seepage problem?
A proposed earth embankment requires 60,000 cubic meters of soil. The soil will be compacted to a void ratio of 0.85. Two borrow pits designated as A and B are available near the site. The void ratio of the soil in each pit and the estimated cost per cubic meter for moving the soil to the site are as shown below. Pit Void Ratio Cost ($/m3) A 1.10 5.00 B 1.80 3.70 Which will have the lowest cost to move and be the most economical to use?
Refer to Figure 2. Embankments are generally constructed in several layers that are compacted according to geotechnical specifications.layers that are compacted according to geotechnical specifications. The thickness of eachof each layer is 3ft and should have a dry unit weight of 118 lb/ft3 .. It is known that theThe soil used in the embankment has a wet unit weight of 111 lb/ft3, moisture contentmoisture content of 23%, and Gs = 2.67. Complete the following tasks:(a) Determine the wet weight of the soil required to construct the first layer.(closest to the foundation soil) per foot (ft) of the embankment.b) On the day of construction there was a heavy rain that caused the soil used to reach a nearly saturated condition.used to reach a near saturated condition. Recalculate the wet weightwet weight of soil required to construct the first layer.
There are three commonly used methods to calculate the point bearine capacity of pilfoundations in sand What are they? Which one considers soil deformable?
3. An embankment with a total volume of 30,000m3 is to be constructed as part of a highway project. The soil to be used in the embankment will come from a borrow pit where the average moist unit weight and water content of the soil is 17.6kN/m3 and 13% respectively. Assuming that the soil will be compacted to a dry unit weight of 18.2kN/m3 at a moisture content of 16%. a. Compute the weight of dry soil required. b. Compute the volume of borrow required. c. Compute the total quantity of water in cubic meters that must be added to the fill during compaction to bring about a desired final moisture content of 16%.