2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

Persian: Risiwall 5.1 030 Prepared By: BURNETT CONSULTING
ENGINEERS, LTD.
Project Name: North Eagleview Drainage Channel Contact: TOM BURNETT
Site: #3 [o F St Phone: [phone]
Pullout
Design Standard Requirement FSpo Minimum 1.500
Layer Geogrid TensIle Anchorage Dep[h of Anchorage Safety
Elevation Load Length Overburden Capacity Factor
n Ee(n) Fg(n) La(n) d(n) AC(n) FSpo(n)
[ft] [lb/ft] [ft] [ft] [lb/fr]
Eq [5-36] Eq [5-46] Eq [5-47] Eq [5-45] Eq [5-44]
1 1.000 367.250 3.612 6.513 2293.400 6.245
1 3.000 249.730 2.336 4.654 1059.875 4.244
1 5.000 155.163 1.060 2.795 288.859 1.862
Geogrid Tensile Overstress
Design Standard Requirement FSsI Minimum 1.000
Layer Geogrid Contributory Midpoint Tensile Safety
Elevation Area of Ac(n) Load Fac[or
n Ee(n) AC(n) D(n) Fg(n) FSto(n)
[ft] ~ [ft] [ft] pb/ft]
Eq[5-37to40] Eq[S-41to43] Eq [5-36]
1 1.000 2.000 6.250 367.250 2.255
1 3.000 2.000 4.250 249.730 3.316
1 5.000 3.250 1.625 155.163 5.337
t:reogrid Internal Sliding:
Design Standard Requirement FSsI Minimum 1.500
Layer Geogrid Length Geogrid Sliding Backslope
Elevation Reduction Length, Surface Heigh[
n E(n) 4L L(n) L's(n) h(n)
[ft] [ft] [ft] [ft] [ft]
Eq [5-51] Eq [5-50] Eq [5-51]
1 1.000 1.591 5.250 2.659 0.430
2 3.000 1.591 5.250 2.659 0.430
3 5.000 4.250 5.250 0.000 0.000
Layer Wall Height Weight of Weight of Resistance On Weight of
Above Inftll Backslope Geosynthetic Wall Above
n He-Ee(n) W r(i,n) W r(~,n) R's(n) Ww(n)
[ft] [ib/ft] pb/fr] [Ib/frj (Ib/ft]
Eq [5-55] Eq [5-56] Eq [5-49] Eq [4-09]
1 6.250 1994.056 68.532 1224.406 862.500
2 4.250 1355.958 68.532 845.614 586.500
07/27/2003 12:55 pmm Page 17