Sand- c' = 0 4. %3D Anchor Water table Sand Y sat L2 c' = 0 Clay :D $ = 0 Figure P14.10
Sand- c' = 0 4. %3D Anchor Water table Sand Y sat L2 c' = 0 Clay :D $ = 0 Figure P14.10
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter16: Budget Estimating
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Problem 4RQ: Prepare a typical bay estimate based on the following information: a. Bay size of 350 feet and a...
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An anchored sheet-pile bulkhead is shown in Figure P14.10. Let L1 = 2 m, L2 = 6 m, l1 = 1 m, γ = 16 kN/m3, γsat = 18.86 kN/m3, Φ' = 32º, and c = 27 kN/m2.
a. Determine the theoretical depth of embedment, D.
b. Calculate the anchor force per unit length of the sheet-pile wall. Use the free earth support method.
![Sand-
c' = 0
4.
%3D
Anchor
Water table
Sand
Y sat
L2
c' = 0
Clay
:D
$ = 0
Figure P14.10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0cae8fc3-e95d-4ec8-a881-decde9b1f359%2F5adb0b4d-c16a-415f-b070-eb006cc0051b%2F73nss7w_processed.png&w=3840&q=75)
Transcribed Image Text:Sand-
c' = 0
4.
%3D
Anchor
Water table
Sand
Y sat
L2
c' = 0
Clay
:D
$ = 0
Figure P14.10
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STEP 1: BASIC DATA GIVEN:
VIEWSTEP 2: DETERMINATION OF CO-EFFICIENT OF ACTIVE EARTH AND PASSIVE EARTH PRESSURE:
VIEWSTEP 3: DETERMINATION OF INTENSITY OF ACTIVE EARTH PRESSURE AT A DEPTH OF (L1+L2)
VIEWSTEP 4: DETERMINATION OF DEPTH OF SOIL BELOW THE DREDGE LINE:
VIEWSTEP 5: DETERMINATION OF CENTRE OF PRESSURE FOR THE AREA ( ACDE ) :
VIEWSTEP 6: DETERMINATION OF DEPTH OF EMBEDMENT IN SANDY SOIL BELOW POINT "E" :
VIEWSTEP 7: DETERMINATION OF THEORETICAL DEPTH OF EMBEDMENT ( D ):
VIEWSTEP 8: DETERMINATION OF ANCHOR FORCE PER UNIT LENGTH OF THE SHEET PILE WALL:
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