Page 2065 - skylineranchfeiraddendum1216

33
Tmc - 17 bedding 6-12
Keyway 10' Deep by 55' wide
Section 28-28'
TQs-17 bedding 8-12
32
Materials
2H:1V Backcut
Fill
31
Pseudostatic - Circular
30
Horizontal: 0.15
29
Seismic Load
Section 28 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/22/2016 3:34:50 PM
Vertical: 0.0
28
27
26 21 19 18 20 13 17 Fill 14 16 25 15 Tmc - 17 bedding 6-12 22 800 750 700 650 600 550 500 450 400 350 300 Distance (ft) 153035-01 Project No: Skyline Ranch BAS Engineer: Development project, Tract 60922 March 2016 Date: Los Angeles CA A-1371
12 250
Section 28 SSA for Skyline Ranch.gsz
1.15 10 11 TQs-17 bedding 8-12 200
9
C-Anisotropic Strength Fn.: Tmc 150 psf (Along Bedding 6-12°)
Phi-Anisotropic Strength Fn.: Tmc 17° (Along Bedding 6-12°)
C-Anisotropic Strength Fn.: 150 psf (Along Bedding 8-12°)
8 150
Phi-Anisotropic Strength Fn.: 17° (Along Bedding 8-12°)
100
7
6
50
5 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475
Name: Tmc - 17 bedding 6-12 Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Phi': 40 ° Name: TQs-17 bedding 8-12 Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi': 40 ° Name: Fill Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Phi': 33 ° 4 3 2 -50 -100

1 24 23 -150 -200
1,900 1,850 1,800 1,750 1,700 Elevation (ft) 1,650 1,600 1,550 1,500