Page 1767 - skylineranchfeiraddendum1216

Phi-Anisotropic Strength Fn.: TQs 150-17° (A-Bed6°-7°)
C-Anisotropic Strength Fn.: 150psf-17° (A-Bed6°-7°)
Name: TQs 150-17° (A-Bed6°-7°)
Model: Anisotropic Fn.
Unit Weight: 120 pcf
Name: Shear Layer
Cohesion': 225 psf
Phi': 40 °
B57
5 - Translational Temporary upper clay
Current Analysis
1.28
Section 19 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/25/2016 2:28:52 PM
36 Model: Mohr-Coulomb 39 12 15 27 28 13 14 25 26 Unit Weight: 120 pcf Cohesion': 150 psf 20 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': 200 psf Phi': 40 ° Phi-Anisotropic Strength Fn.: Tmc 150-17° (A-Bed0°-5°) 21 C-Ani
41 40
31 38 350 Development project, Tract 60922
11 10 37 35 34 19 300 250 Distance (ft) Skyline Ranch Los Angeles CA
Section 19 SSA for Skyline Ranch.gsz
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

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