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2014-12-29_PERMIT FILE - M2014043 (3)
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2014-12-29_PERMIT FILE - M2014043 (3)
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Last modified
8/24/2016 5:56:13 PM
Creation date
12/29/2014 1:43:02 PM
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Template:
DRMS Permit Index
Permit No
M2014043
IBM Index Class Name
Permit File
Doc Date
12/29/2014
Doc Name
Adequacy review 03
From
Environment, Inc.
To
DRMS
Email Name
TOD
Media Type
D
Archive
No
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Albert Frei and Sons, Inc. Hatchery Pit <br /> M-2014-04 <br /> Lambda 9: 0.6 <br /> Lambda 10: 0.8 <br /> Lambda 11: 1 <br /> PWP Conditions Source: Piezometric Line <br /> Apply Phreatic Correction: No <br /> Use Staged Rapid Drawdown: No <br /> Slip Surface <br /> Direction of movement: Left to Right <br /> Use Passive Mode: No <br /> Slip Surface Option: Entry and Exit <br /> Critical slip surfaces saved: 1 <br /> Optimize Critical Slip Surface Location: No <br /> Tension Crack <br /> Tension Crack Option: (none) <br /> F of S Distribution <br /> F of S Calculation Option: Constant <br /> Advanced <br /> Number of Slices: 30 <br /> F of S Tolerance: 0.001 <br /> Minimum Slip Surface Depth: 0.1 ft <br /> Optimization Maximum Iterations: 2,000 <br /> Optimization Convergence Tolerance: le-007 <br /> Starting Optimization Points: 8 <br /> Ending Optimization Points: 16 <br /> Complete Passes per Insertion: 1 <br /> Driving Side Maximum Convex Angle: 5 ° <br /> Resisting Side Maximum Convex Angle: 1 ° <br /> Materials <br /> Sand & Gravel <br /> Model: Mohr-Coulomb <br /> Unit Weight: 130 pcf <br /> Cohesion': 0 psf <br /> Phi': 35 ° <br /> Phi-B: 0 ° <br /> Pore Water Pressure <br /> Piezometric Line: 1 <br /> Embankment <br /> Model: Mohr-Coulomb <br /> Unit Weight: 115 pcf <br /> Cohesion': 50 psf <br /> Phi': 24 ° <br /> Phi-B: 0° <br /> Pore Water Pressure <br /> 2 <br />
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