Page 2100 - skylineranchfeiraddendum1216

Section 29-29 Cir Seismic Left SSA for Skyline Ranch.gsz
Section 29-29 Cir Seismic Left SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/15/2016 10:20:28 AM
Materials Seimic load Section 29-29 Name: TQs 11°
TQs 11° Horizontal: 0.15 Model: Anisotropic Fn.
Qls Vertical: 0.0 Unit Weight: 120 pcf
Cohesion': 225 psf
Fill Phi': 40 °
Clay 1.68 Phi-Anisotropic Strength Fn.: 11° (Along Bedding -10°-(-25°
Tmc (-12°) C-Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°-25
2,000 Tmc (12°) Name: Qls
1,950 Model: Mohr-Coulomb
Unit Weight: 100 pcf
1,900 4 40 41 42 43 68 6970 71 7576 77 78 79 37 Cohesion': 0 psf
5
67
72 7374
1,850 1 2 3 80 Fill 82 44 45 83 7 46 47 84 Qls 51 52 53 54 56 55 Fill 57 13 14 15 16 17 18 5859 19 20 60 22 Fill 92 103 64 62 66 25 Qls 98 27 28 29 30 31 32 33 34 35 36 Phi': 20 °
99 100 101 Fill
48 49
6 81
90
61 63
50
65
26
Name: Fill
97
1,800
2393 94 95 96
Clay
24102
89
104
Elevation (ft) 1,750 91 TQs 11° 85 8 86 9 10 11 12 21 Unit Weight: 120 pcf
Model: Mohr-Coulomb
Clay
87 88
Cohesion': 200 psf
1,700
Phi': 33 °
1,650
Name: Clay
1,600
Model: Mohr-Coulomb
1,550
Cohesion': 150 psf
Phi': 9 °
1,500 Tmc (-12°) Tmc (12°) Unit Weight: 100 pcf
1,450 Name: Tmc (-12°)
1,400 Model: Anisotropic Fn.
Unit Weight: 120 pcf
1,350 Cohesion': 200 psf
38
39 -50 0 50 100 200 300 400 500 600 700 800 900 1,000 1,100 105 1,200 1,300 1,400 1,500 1,600 1,700 1,800 1,900 2,000 Phi': 40 °
Phi-Anisotropic Strength Fn.: 12° (Along Bedding -10°-(-25°
Distance (ft) C-Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°-25
Name: Tmc (12°)
LGC Valley, Inc Skyline Ranch Project No: 153035-01 Model: Anisotropic Fn.
Unit Weight: 120 pcf
GEOTECHNICAL CONSULTING Development project, Tract 60922 Engineer: BAS Cohesion': 200 psf
Phi': 40 °
28532 Constellation Road, Valencia, CA 91355 Los Angeles CA Date: March 2016 Phi-Anisotropic Strength Fn.: 12° (Along Bedding 10°-25°)
Phone 661-702-8474, Fax 661-702-8475 C-Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°-25
A-1389