Page 1152 - skylineranchfeiraddendum1216
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Name: TQs (150 psf 11° A-Bed 4-8°)    Model: Anisotropic Fn.   Unit Weight: 120 pcf  Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs (150 psf 11° A-Bed 4-8°)    C-Anisotropic Strength Fn.: 150 psf 11° A-Bed 4-8°   Name: TQs (100 psf 25° A-Bed 6-7°)   Model: Anisotropic Fn.   Unit Weight: 120 pcf  Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs (100 psf 25° A-Bed 6-7°)    C-Anisotropic Strength Fn.: (100 psf 25° A-Bed 6-7°)     Name: Shear Layer   Model: Mohr-Coulomb   Unit Weight: 120 pcf  Cohesion': 150 psf  Name: Tmc (150 psf 17° A-Bed 4-8°)    Model: Anisotropic Fn.   Un













                                                  Phi': 40 °
                                                                                                                Phi': 40 °
                                                                   Phi': 40 °
                                                                                   Phi': 11 °
                                                                                               Phi': 40 °
                                                                                                                         700  750  153035-01  BAS  March 2016
                               Section 5-5 Static Temporary  Final without key SSA for Skyline Ranch.gsz
                                                                   16  21  29  24  17                                18
                                    Section 5-5 Static Temporary  Final without key SSA for Skyline Ranch.gsz  Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.  3/21/2016   1:43:45 PM
                                                                                                                         650
                                                                  15                                Section 5-5          600     Project No:   Engineer:  Date:



                                           Seimic load  Horizontal:  0.15  Vertical: 0.0  13 14                          550




                                                              12
                                                                  TQs (100 psf 25° A-Bed 1-13°)                          400                            A-911
                                                             11                                                          500

                                                           10                                                            450
                                                     SEA   9          Shear Layer


                                                          8




                                                           7                                                             350         Development project, Tract 60922
                                                           6                     TQs (150 psf 11° A-Bed 4-8°)            300  Distance (ft)              Los Angeles CA
                                        Keyway parameters:  Key parameters  Slope 2H:1V  Depth- 5'  Width-35'  1.51  5  26  Tmc (150 psf 17° A-Bed 4-8°)   250               Skyline Ranch








                                                          B63               23                                           200


                                                                     28  27  TQs (100 psf 25° A-Bed 6-7°)                150



                                                                        25
                                                                         32                                              100

                                                                        30  4  31                                        50             28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475

                                            TQs (150 psf 11° A-Bed 4-8°)  TQs (100 psf 25° A-Bed 6-7°)  Tmc (150 psf 17° A-Bed 4-8°)  TQs (100 psf 25° A-Bed 1-13°)   3  0  -50  LGC Valley, Inc  GEOTECHNICAL CONSULTING












                                         Materials  Shear Layer         2                                                -100  -150





                                                                                                                         -200
                                                                         1         22   20                           19
                                                           2,200   2,150  2,100  2,050   2,000  Elevation (ft)  1,950  1,900  1,850  1,800
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