What is the area of cut in square metre? what is the average cut in metres? what is the volume of cut in cubic metres? what is the area of the fill in metre square? what is the average fill? what is volume of full in cubic metres? QUESTION 3. Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 0.8 C 1 2

What is the area of cut in square metre? what is the average cut in metres? what is the volume of cut in cubic metres? what is the area of the fill in metre square? what is the average fill? what is volume of full in cubic metres? QUESTION 3. Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 0.8 C 1 2

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter9: In Situ Stresses

Section: Chapter Questions

Problem 9.10P

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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 10% swell. Round to the nearest hundredths. Response Feedback: V=L fill A 2+60 +A 3+00 54 Swell means the cut material expands, therefore less fill is needed. The swell amount is subtracted from the calculated fill volume.
:A puncture of length 250 m, with a trapezoidal section and slope of the sides 1: 1.5, the value of the Mannek coefficient = 0.005, the slope of the puncture floor = 0.0 0024 and the drainage Q = 0.45 m / sec, suppose that the relationship b = 2.2Y is the relationship between the width of the bottom and the height, calculate 1- The amount of concrete (M2) required to line the bottom of the puncture with a thickness of 15 cm 2- The concrete %3D cost required to line the bottom of the puncture if the cost of a cubic meter is 250 thousand dinars 3- Is the trapezoid shape suitable for the design of the puncture? This is mathematically proven
The data shown were taken from a certain part of road to be constructed Base for fill = 7 m sideslope 1.5:1 Base for cut = 6 m sideslope 1:1 What is the area of the fill (in m2)? Find the area of the cut (in m2)? Determine the volume of the fill im cubic meter Solve for the volume of the cut in cubic meter
Given the following sections: Station 2 + 020 +3.15 2.65 2.5 Station 2 + 080 d -2.5 -2.5 -3.65 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 %3D %3D Required: 1. What is the stationing of the end of excavation? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.
The following cross-sectional areas (m2) are calculated for centre line of a drain trench at 5 m interval; 2.5 2.7 1.8 3.5 3.7 2.9 2.8 1.6 1.1 V=d[(first+last)/2)+ sum of rest cross-sectional areas] Trapezoidal formula The calculated volume in m3 of the material for the trench is: Select one: O a. 111.4 O b. 113.0 Oc 104.0 O d. 118.0 Oe. 34.2 Of None of the given answers
QUESTION 7 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 (yd³) of fill between these stations? Assume 10% swell. Round to the nearest hundredths.
a) Given the cross section data of a roadway below. Compute the area of each station and the cut volume and the fill volume using end area method. b) Find also the net volume between cut and fill if the shrinkage factor is 10% (to be added to fill volume). Base of cut = 9m; side slope SS = 1:1 (X:Y) Base of fill = 8m; side slope SS = 1.5:1 (X:Y) Fill: (length in meters) 1+ 040: right (x/y) X2/-0.42 left center X1/-1.84 0/-1.22 Cut: 1+100: right (x/y) X2/0.50 left center X1/1.098 0/3.05 HINT: Get the ratio of the center heights to proportion the cut volume and the fill volume
The following cross-sectional areas (m2) are calculated for centre line of a drain trench at 5 m interval 2.5 2.7 1.8 3.5 3.7 2.9 2.8 1.6 1.1 V=d[(first+last)/2)+ sum of rest cross-sectional areas] Trapezoidal formula The calculated volume in m3 of the material for the trench is; Select one: O a. 111.4 O b. 113.0 O c 104.0 O d. 118.0 O e. 34.2 Of. None of the given answers
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 net volume (yd³) between these stations? Assume 10% swell. Round to the nearest hundredths. Response Feedback: V = V - V fill net cut
3.4 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. End- End- area fill (sf) Vol. of cut Vol. Strip- Strip- of fill Alge braic Mass fil area cut (sf) plng ping Total Total Adj. cut cut fill sum ordi- nate Station (bcy) (ccy) (bcy) (ccy) (bcy) (ccy) (bcy) (bcy). 0.90 0 + 00 1+ 00 2 + 00 3 + 00 4 + 00 4 + 50 5 + 00 6 + 00 6 + 50 7 + 00 8 + 00 9 + 00 10 + 00 90 154 24 40 15 50 57 21 43 19 19 147 192 205 179 121 100 52 10 180 231 285 20 69 18 10
9. It is known that: •Q = 18 m^ 3 /s • Rectangular channel, 3 m wide • Unfinished form concrete channel • occurs at a depth of y1 = 1 m jumpDetermine : Velocity after hydraulic jump %3D
The soil is excavated with a total of 3437.5m³ (including the swell of 25%) of soil. What is the total volume ofsoils being excavated before the swell is included?a. 2851.5m³b. 3755.5 m³c. 2578.3 m³d. 3401.8 m³