Page 2041 - skylineranchfeiraddendum1216

21 TQs 17 ° bedding 6°-8
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Tmc 17 ° bedding 8°-13 °
TQs 17 ° bedding 6°-8 °
TQs 25° bedding 8-13
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19 TQs 25° bedding 8-13
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Materials
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Qls
Fill
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Keyway 30' Deep by 100' Wide
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Pseudostatic - Translational
Section 24 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/22/2016 11:39:33 AM
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3H:1V Backcut
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Section 24 SSA for Skyline Ranch.gsz
35 Fill 17 13 34 16 57 15 14 Section 24-24 Tmc 17 ° bedding 8°-13 ° 8-13 23 800 750 700 650 600 550 500 450 400 350 300 250 Distance (ft) 153035-01 Project No: Skyline Ranch BAS Engineer: Development project, Tract 60922 March 2016 Date: Los Angeles CA A-1359
Seismic Loads Horizontal: 0.15 33
1.31 Vertical: 0.0 13 200
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2728 26 25 11 10 59 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475
Name: TQs 17 ° bedding 6°-8 ° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs 17° (Along Bedding bedding 6°-8°) C-Anisotropic Strength Fn.: TQs 150 psf (Along Bedding 6°-8°) Model: Mohr-Coulomb Unit Weight: 100 pcf Cohesion': 150 psf Name: TQs 25° bedding 8-13 Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs 25° (Along Bedding bedding 8°-13°) (2) C-Anisotropic Strength Fn.: TQs 100 psf (Along Bedding 8°-13°) Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name:
Name: Qls
Name: Fill
Phi': 33 °
Phi': 20 °
Phi': 40 °
Phi': 40 °
Phi': 40 °
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-200
1 24
1,700 1,650 1,600 1,550 1,500 Elevation (ft) 1,450 1,400 1,350 1,300