Page 1043 - skylineranchfeiraddendum1216

TQs (150 psf/17° - A-Bed 6-11°)
Tmc (100 psf/25° - A-Bed 4-8°)
TQs (150 psf/17° - A-Bed 6-11°)
Tmc (150 psf/17° - A-Bed 4-8°)
Section 2-2
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TQs (150 psf/17° - A-Bed 6-11°)
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Along Bedding Shear
Along Bedding Shear
TQs (150 psf/17° - A-Bed 6-11°)
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Along Bedding Shear
Along Bedding Shear
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TQs (150 psf/17° - A-Bed 6-11°)
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Materials
Fill
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Static-Translational
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Section 2-2 SSA for Skyline Ranch3to1.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/19/2016 1:57:45 PM
Tmc (150 psf/17° - A-Bed 4-8°)
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Tmc (100 psf/25° - A-Bed 4-8°)
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Fill
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1.531
Keyway 75' wide by 30' deep
Section 2-2 SSA for Skyline Ranch3to1.gsz
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250 800 750 700 650 600 550 500 450 400 350 300 Distance (ft) 153035-01 Project No: Skyline Ranch BAS Engineer: Development project, Tract 60922 March 2016 Date: Los Angeles CA A-857
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3H:1V Backcut 37 6 47 200 150
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50 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475
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Name: TQs (150 psf/17° - A-Bed 6-11°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: 17° - A-Bed 6-11° C-Anisotropic Strength Fn.: 150 psf - A-Bed 6-11° (TQs) Name: Tmc (100 psf/25° - A-Bed 4-8°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Phi-Anisotropic Strength Fn.: 25° - A-Bed 4-8° C-Anisotropic Strength Fn.: 100 psf - A-Bed 4-8° Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: Along Bedding Shear Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 150 psf Name: Tmc (150 psf/17° - A-Be
Name: Fill
Phi': 40 °
Phi': 40 °
Phi': 33 °
Phi': 11 °
Phi': 40 °
34 -150
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26 39 33 25
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2,100 2,050 2,000 1,950 1,900 Elevation (ft) 1,850 1,800 1,750 1,700