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800

153035-01
750 March 2016

700 BAS

Key parameters Slope 2H:1V Depth- 15' Width-60' 19 20 32 21 650 600 Project No: Engineer: Date:
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

17 18 550
37 36 Section 10-10 500

Seimic load Horizontal: 0.15 Vertical: 0.0 16 15 450

1314 TQs 150-11° bedding 0-6° 400

Fill 350 Development project, Tract 60922

11 12 34 TQs 150-17° bedding 0-6° 22 300 Distance (ft) Skyline Ranch Los Angeles CA A-967
TQs 150-11° bedding 0-6° TQs 150-17° bedding 0-6° 10 9 8 35 250 200
1.29

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-11° bedding 0-6°
C-Anisotropic Strength Fn.: 150pcf-17° 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