Page 2118 - skylineranchfeiraddendum1216

Section 29-29 tran Seismic Left SSA for Skyline Ranch.gsz
Section 29-29 tran Seismic Left SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/15/2016 12:23:33 PM
Materials Seismic Load Section 29-29 Name: TQs 11°
TQs 11° Horizontal : 0.15 Model: Anisotropic Fn.
Qls Unit Weight: 120 pcf
Cohesion': 225 psf
Fill Vertical: 0.0 Phi': 40 °
Clay 1.27 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 3 4 40 41 42 43 44 45 68 6970 71 7576 77 78 36 37 Cohesion': 0 psf
5
72 7374
1,850 1 2 80 Fill 82 46 47 48 49 50 51 52 18 5859 19 60 61 63 62 66 67 27 28 29 30 31 32 33 34 35 79 Phi': 20 °
99 100 101 Fill
6 81
64
90
26
65
1,800 TQs 11° 83 7 84 Qls 85 8 53 54 9 56 87 88 57 13 14 15 16 17 20 21 22 Fill 2393 94 95 96 25 Qls 98 Name: Fill
97
24102
Clay
92 103
104
89
55
Elevation (ft) 1,700 91 Cohesion': 200 psf
Fill
Model: Mohr-Coulomb
Clay
1,750
10 11 12
86
Unit Weight: 120 pcf
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
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 °
38
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-1399