Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 6, Problem 6.11P
(a)
To determine
Find the volumes of each borrow pit soil required to meet the specification of the embankment site.
(b)
To determine
Find the most cost effective borrow pit.
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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.
An earth dam requires 1 million cu.m. of soil compacted to a void ratio of 0.80. In the vicinity of the proposed dam, three borrow pits were identified as having suitable materials. The cost of purchasing the soil and the cost of excavation are the same for each borrow pit. The only cost difference is transportation cost. The table below provides the void ratio and the transportation cost for each borrow pit.
PLEASE COMPLETE SOLUTION
1. Compute the volume of soil if taken from borrow pit C.2. Compute the transportation cost of the soil if taken from borrow pit B.3. Which borrow pit would be the most economical?
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.
Chapter 6 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
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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
- A proposed embankment fill requires 5000 m3 of compacted soil. The void ratio of the compacted fill is 0.70. Three borrow pitsare available as shown in the table: )Determine the cost of acquiring soil from Pit C )Determine the Pit with least of hauling material )Determine the most economical pit.arrow_forwardRedo Problem 2.7 according to the AASHTO system (Table 2.3). 2.7 The particle characteristics of a soil are given below. Draw the particle-size distribution curve and find the percentages of gravel, sand, silt, and clay according to the MIT system (Table 2.3).arrow_forwardA 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.arrow_forward
- Discuss different type of compaction. Specify and give examples depending on which soil condition what compaction technique would you consider? Why? Give sketches and definitive examples. If you conduct research give references.arrow_forward1. Discuss the factors influencing soil compaction and the methods used to achieve desired compaction levels in construction.arrow_forwardHow to determine the optimum water content and the corresponding maximum dry unit weight of the soil using graph in Excel?arrow_forward
- For cohesive soil fill, what is the relationship between dry density and moisture content in the proctor (soil compaction) test?arrow_forwardBriefly describe what you understand by compaction and stabilization of soil and discuss its applicationtechnique to different site conditions with examples.arrow_forwardQ2/ For proposed Earth Dam fill, the soil will be compact to (95%) of standard proctor dry density. The test of borrow area indicate that (ydmax = 18 kN/m3) at optimum moisture content (11%). The soil of borrow area at natural condition has (e = 0.65) and (Gs = 2.68). Determine the minimum volume ofborrowrequired to make (600,000 m3 ) of acceptable compacted fill.arrow_forward
- A soil sample taken from a borrow pit has a natural void ratio of 1.15. The soil will be used for a highway project where a total of 100,000 m² of soil is needed in its compacted state; its compacted void ratio is 0.73. How much volume has to be excavated from the borrow pit to meet the job requirements?arrow_forwardA 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?arrow_forwardA soil sample collect near the stadium has a volume of 0.05 m3 and a mass of 87.5 kg. Assume the water content is 15% and the specific gravity of solids (Gs) is 2.68. Draw a block diagram showing all the necessary mass and volume terms. Use the mass and volume values computed above to compute:arrow_forward
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