Page 1187 - skylineranchfeiraddendum1216

Section 7-7 Seismic Final with keyway SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/21/2016 3:03:48 PM
Section 7-7 Seismic Final with keyway SSA for Skyline Ranch.gsz
Materials TQs150psf-17° bedding 4-8° Fill TQs150psf-11° bedding 4-8° Seimic load Horizontal: 0.15 Vertical: 0.0 Keyway depth 10' width 30', backcut slope 2H:1V 1.10 19 18 17 16 15 14 13 B21 20 11 12 Fill 31 8 10 9 29 28 8 21 22 TQs150psf-11° bedding 4-8° Section 7-7 23 24 25 800 750 700 650 600 550 500 450 400 350 300 250 200 Distance (ft) 153035-01 Skyline Ranch Project No: BAS Engineer: Development project, Tract 60922 March 2016 Date: Los Angeles CA A-929

8 TQs150psf-17° bedding 4-8° 150

7
6 100
5
4 50 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475

Name: TQs150psf-17° bedding 4-8° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs150psf-17° bedding 4-8° C-Anisotropic Strength Fn.: 150psf-17° bedding 4-8° Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: TQs150psf-11° bedding 4-8° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs150psf-11° bedding 4-8° C-Anisotropic Strength Fn.: 150psf-11° bedding 4-8° 3 30 -50 -100

Name: Fill
Phi': 33 °
Phi': 40 °
Phi': 40 °
2
1 26 -150 -200

2,200 2,150 2,100 2,050 2,000 Elevation (ft) 1,950 1,900 1,850 27 1,800