Page 1263 - skylineranchfeiraddendum1216

Section 10-10 Seismic Final with keyway SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/19/2016 7:00:06 PM
Section 10-10 Seismic Final with keyway SSA for Skyline Ranch.gsz
Horizontal: 0.15
Seimic load
TQs 150-11° bedding 0-6° Vertical: 0.0 TQs 150-17° bedding 0-6° Key parameters Slope 2H:1V Depth- 15' 1.29 Width-60' 36 37 17 16 15 18 1314 19 11 12 Fill 10 9 8 20 34 TQs 150-17° bedding 0-6° 35 32 Section 10-10 TQs 150-11° bedding 0-6° 21 22 800 750 700 650 600 550 500 450 400 350 300 250 200 Distance (ft) 153035-01 Skyline Ranch Project No: BAS Engineer: Development project, Tract 60922 March 2016 Date: Los Angeles CA A-967

Materials Fill 6 7 150
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 0-6°
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 0-6°
C-Anisotropic Strength Fn.: 150pcf-17° bedding 0-6°
C-Anisotropic Strength Fn.: 150pcf-11° bedding 0-6°
5
100

29 4 30 23 50 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475

Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: TQs 150-11° bedding 0-6° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Name: TQs 150-17° bedding 0-6° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf 3 2 Fill 28 31 -50 -100

Name: Fill Phi': 33 ° Phi': 40 ° Phi': 40 ° 27 -150

1 26 24 -200

2,200 2,150 2,100 2,050 2,000 Elevation (ft) 1,950 33 1,900 1,850 25 1,800