Page 1779 - skylineranchfeiraddendum1216

Phi-Anisotropic Strength Fn.: TQs 150-17° (A-Bed6°-7°)
Name: TQs 150-17° (A-Bed6°-7°)
Model: Anisotropic Fn.
Unit Weight: 120 pcf
Cohesion': 225 psf
Phi': 40 °
5 - Translational Temporary
Current Analysis
Section 19 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/25/2016 2:09:28 PM
1.32 C-Anisotropic Strength Fn.: 150psf-17° (A-Bed6°-7°) B57 Name: Shear Layer Model: Mohr-Coulomb 36 39 12 15 27 28 13 14 25 26 Unit Weight: 120 pcf Cohesion': 150 psf 41 20 40 Phi': 11 ° 10 7 6 6 Name: Tmc 100-25° (A-Bed0°-5°) 16 17 Model: Anisotropic Fn. 18 24 Unit Weight: 120 pcf Cohesion': 200 psf Phi': 40 ° Phi-Anisotropic Strength Fn.: Tmc 100psf-25° (A-Bed0°-5°) C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°) Name: Tmc 150-17° (A-Bed0°-5°) Section 19-19 Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 2
31 38 350 Development project, Tract 60922
11 10 37 35 34 19 300 250 Distance (ft) Skyline Ranch Los Angeles CA

Lower Keyway depth 20' width 50', backcut slope 2H:1V Upper Keyway depth 10' Width 25', Backcut Slope 2H:1V 9 8 7 6 33 30 200 150
Section 19 SSA for Skyline Ranch.gsz

32 29 100
B2 5 1 50
4 3 2 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475
TQs 150-17° (A-Bed6°-7°) Tmc 100-25° (A-Bed0°-5°) Tmc 150-17° (A-Bed0°-5°) TQs 100-25° (A-Bed 6°-13°) -50

Materials Shear Layer -100 -150

-200
22
23
20
2,200 2,150 2,100 2,050 2,000 Elevation (ft) 1,950 1,900 1,850 1,800