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I have to check the stability of excavation with 1.5h: 1v cut-slope and 100 feet feet from the river bed (on top). I am trying to perform seepage analysis using flow net. Most of books give example for equal level of bottom height (earth dam). I appreciate for suggestion how can i use same...

I have very simple question, my head is not working How to get Shear value or Anchor force to put in slope stability anaalusis. My concept- for Pile Pasive resistance from downward slope soil above failure plane (if failure plane is specified)? What if u ingore such soil resistance ? No pile...

Hi I need to design slab-on-grade 20ftx20ft (no support)-Floating but if need to support hydrostatic uplift pressure due to groundwater of height approx 5 ft. ? How do i calculate design moment ? Can i consider simply supported foe 20 ft span ? one way ? I do not see anywhere 2 way slab...

Hi I m trying to stabilize slope using Pile. IN slope stability software, FOS can be increased by increase the value of Shear Force in Pile. I m wondering how we achived this shear force- from lateral resistance of soil of opposite soil if we ignore soil resistance how to achieve shear force in...