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.

Answered: QUESTION 3 The cross section at station…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Geotechnical engineering :

Geotechnical engineering is a subfield of civil engineering that studies the engineering behaviour of earth materials. It solves engineering difficulties by applying soil mechanics and rock mechanics principles.

Given :

for station $2 + 60$

$\begin{array}{rcl} c u t a r e a & = & 9 f t^{2} \\ f i l l a r e a & = & 4 f t^{2} \end{array}$

for station $3 + 00$

$\begin{array}{rcl} c u t a r e a & = & 7 f t^{2} \\ f i l l a r e a & = & 8 f t^{2} \end{array}$

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