REP10582

• Permit No: M1977378
• IBM Index Class Name: Report
• Doc Date: 4/19/1991
• Doc Name: GEOTECHNICAL SERVICES
• Media Type: D
• Archive: No

Soil Total Saturated Cohesion Friction Fore F'resaure F'ie~.
Type
No. Unit Wt.
(pcf} Un~t.
(p } Intercept
(psf) Angle
(deg) F'~ure
am Constant
(
~f) Surface
No
. p .
1 iq'.0 128,p .0 :~4.0 ,iJt) ,C+ 1
' B3.C+ 114,0 .O lS.rj ,f>0 .r) 1
•~ 11rJ.p 141+,0 .q 45.iJ ,OrJ .0 1
1

1 F'IEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED
Unit Weight ofi Water = 62.40

F'ie~ometric Surface too. 1 Specified by 5 Coordinate Points
1
Point X-Water Y-Water
Na, (fit) (ft)
1 28.00 512.Oq
48.1+0 512.Or)
' s 224.00 52g.f+0
4 _OS.00 540.00
5 420.00 584.00
i
' A Critical Failure Surface Searching Method, Using A Random
' Technique For Generating Circular Surfaces, Has Been Specified.
' 1C+c) Trial Surfaces Have been Generated.
10 Surfaces Initiate From Each Df i0 Points Equally S(~aced
Along The Ground Surf ace-i-3etween X = 48.OU fit,
and X = 140.U0 fit,
^ Each Surface Terminates between X = 22U.UU ft,
' and X = 420. qi+ f t .
Unless Further Limitations Were Imposed. The Minimum Elevation
' At Which A Surfiace E::tends Is Y =512.oU ft.
' 2r).00 ft. Line Segments Define Each Trial Failure Surfiace.
' Restrictions Have Reen Imposed Upon The Angle Of Initiation.
The Angle Has Been Restricted Between The Angles Df -25.0
And .tj deg.
' Following Are Displayed The Ten Most Critical Of The Trial
Failure Surfaces E::amined. They Are Ordered - Most Critical
First.