QUESTION 3The cross section at station 2+60 has a cut area of 9 ft² and a fill area of 4 ft² and the cross section at station 3+00 has a cutarea of 7 ft² and a fill area of 8 ft². What is the volume (yd³) of fill between these stations? Assume no swell or compaction.Round to the nearest hundredths.

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

QUESTION 3 The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft² and a fill area of 8 ft2. What is the volume (yd) of fill between these stations? Assume no swell or compaction. Round to the nearest hundredths.

QUESTION 3 The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross section at station 3+00 has a cut area of 7 ft² and a fill area of 8 ft2. What is the volume (yd) of fill between these stations? Assume no swell or compaction. Round to the nearest hundredths.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 5.13P

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