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Section 20-20 Static Final SSA with key for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/24/2016 2:17:59 PM
Section 20-20 Static Final SSA with key for Skyline Ranch.gsz

Materials Shear Layer Fill Tmc 100-25° (A-Bed (-3°)-(-18°) 1.71 TQs 100-25° (A-Bed 0-5°) Keyway depth 15' width 30', backcut slope 3H:1V 12 11 13 37 14 10 9 8 7 B6 6 B65 TQs 100-25° (A-Bed 0-5°) 5 4 (95) Fill 34 33 15 41 40 Shear Layer 3 Phi-Anisotropic Strength Fn.: Tmc 100-25° (A-Bed (-3°)-(-18°) 2 TQs 100-25° (A-Bed 0-5°) 39 38 36 35 1 C-Anisotropic Strength Fn.: 100psf-25° (A-Bed (-3°)-(-18°) TQs 100-25° (A-Bed 0-5°) 28 29 267 2 25 24 23 22 Phi-Anisotropic Strength Fn.: TQs 100-25° (A-Bed 0-5°) 30 Tmc 100-25° (A-Bed (-3°)-(-18°) Se

Name: Shear Layer Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 150 psf Name: Fill Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: Tmc 100-25° (A-Bed (-3°)-(-18°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Name: TQs 100-25° (A-Bed 0-5°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf 21 20 C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°) 19 18 -10 -60 LGC Valley, Inc GEOTECHNICAL CONSULTING Phone 661-702-8474, Fax 661-702-8475

Phi': 40 °
Phi': 40 °
Phi': 33 °
Phi': 11 °
17 -110

-160
32
16
1,900 1,850 1,800 1,750 1,700 Elevation (ft) 1,650 1,600 1,550 1,500