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  1. geolover

    Soil structure interaction for grid foundation.

    High all. There are many books and article which specified spring stiffness for single, mat and also strip foundation for modeling and calculating revised period and damping considering SSI ( Soil structure interaction seismic effects on structure seismic demands) , but i have seen nothing how...
  2. geolover

    Modeling Soil lateral stiffness for single pile

    Dear All I want to model the single pile behavior under lateral load in soil media. how i can contribute soil horizontal stiffness in interaction properties? I have select "hard contact" option in pressure-overclosure drop-down box for interaction properties of contact, at this case the result...
  3. geolover

    generating Area in SAP VBA

    I have a problem with below function in SAP2000 V18.1.1 VBA function to generating area: 'create a solid model from template ret = SapModel.File. NewSolidBlock(20, 50, 20) it will be appreciated to guide me if anyone has same experience/soloution.
  4. geolover

    Dynamic earth pressure on Non-yielding retaining wall

    Dear ATSE Thanks for reference, as you correctly mentioned 0.5 is missed in my post.
  5. geolover

    Dynamic earth pressure on Non-yielding retaining wall

    there is 16 meter Full-buried parking in a CL-ML soil and there are no groundwater. for this project "soil nailing" is selected for walls as temporary stabilization during parking structure construction.after soil nailing, main structure which has concrete wall will be constructed, I consider K0...
  6. geolover

    using barrette and pile simultaneously

    i am working in petrochemical plant design company, sometimes we face to large base shear in heavy equipment foundation design at high seismic hazardous areas,so designers have to consider combination of two system e.g. barrette and pile for controlling shear beneath foundation ,please inform...
  7. geolover

    Selection of proper parameter for slope analysis

    hi thanks a lot for your recommendations and hints. regards.
  8. geolover

    Selection of proper parameter for slope analysis

    Hi all I have a problem for selection proper parmeter for calculating safe slope of excavation.I have a soil report including c, fi for CU and UU triaxial test for clay which is slope dominant soil. c-uu= 85 kpa, fi-uu=0 c-cu-5kpa, fi-cu=30 this slope will execute only for construction of...

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