Page 2163 - skylineranchfeiraddendum1216

C-Anisotropic Strength Fn.: 150 pcf (Along Bedding 10-25°)
Phi-Anisotropic Strength Fn.: 11° (Along Bedding 10-25°)
Model: Anisotropic Fn.
Unit Weight: 120 pcf
Cohesion': 225 psf
Name: TQs
Phi': 40 °
Section 32-32 Static Circular SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/14/2016 7:30:41 PM
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Section 32-32 Name: Qls Model: Mohr-Coulomb Unit Weight: 100 pcf Cohesion': 0 psf Phi': 20 ° Name: Fill 33 Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Phi': 33 ° Name: Clay Model: Mohr-Coulomb 800 750 700 650 600 550 500 Unit Weight: 100 pcf Cohesion': 150 psf Project No: 153035-01 Phi': 9 ° Engineer: BAS March 2016 Date: A-1428
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Section 32-32 Static Circular SSA for Skyline Ranch.gsz
25 450
28
24
400
29
23
Fill 30 350 Development project, Tract 60922
300 Distance (ft) Skyline Ranch Los Angeles CA
22
21
31 TQs 250
20
39 14
200
13
4
38 15 150
2.47 100
Qls
5 37 16 Clay
50
3 6
36 17 28532 Constellation Road, Valencia, CA 91355
0 GEOTECHNICAL CONSULTING Phone 661-702-8474, Fax 661-702-8475
35 18 LGC Valley, Inc
7
34 19
8 -50
40 9
Fill -100
2
10
-150
Materials TQs Qls Fill Clay -200
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1,900 1,850 1 1,800 1,750 12 1,700 32 Elevation (ft) 1,650 1,600 1,550 1,500