Download Bearing Capacity Software - PEYSANJ 4.0
Get Bearing Capacity Software - PEYSANJ 4.0
Peysanj is a series associated with geotechnical engineering modules such as bearing capacity and settlement, pressure-meter test, plate loading test, lateral earth pressure coefficients (static, seismic), soil liquefaction analysis, etc bundled as a single software.
Allowable bearing capacity should satisfy both shear failure and settlement criteria. PEYSANJ uses Johnson method on behalf of analysis of ground shear failure as a result of considering the effect of groundwater surface area in bearing size analysis. For settlement analysis, Steinbrenner on top of that Goodier (Timoshenko) additionally rigid foundation methods are used for immediate (elastic) settlement with one-dimensional Terzaghi association formula is used for consolidation settlement.
Total settlement of some other footing forms then calculated by summing up the elastic and consolidation settlements. On the part of each footing size, the minimum belief system of allowable stresses for shear failure and settlement criteria are compared and the introduced as the "Allowable Bearing Capacity" of the footing.
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About Bearing Capacity Software - PEYSANJ
Peysanj is individual series of geotechnical implementation modules such as embracing capacity and settlement, pressure-meter test, plate loading test, soil liquefaction analysis, etc bundled as single deployment.Peysanj is a series associated with geotechnical engineering modules such as bearing capacity and settlement, pressure-meter test, plate loading test, lateral earth pressure coefficients (static, seismic), soil liquefaction analysis, etc bundled as a single software.
Allowable bearing capacity should satisfy both shear failure and settlement criteria. PEYSANJ uses Johnson method on behalf of analysis of ground shear failure as a result of considering the effect of groundwater surface area in bearing size analysis. For settlement analysis, Steinbrenner on top of that Goodier (Timoshenko) additionally rigid foundation methods are used for immediate (elastic) settlement with one-dimensional Terzaghi association formula is used for consolidation settlement.
Total settlement of some other footing forms then calculated by summing up the elastic and consolidation settlements. On the part of each footing size, the minimum belief system of allowable stresses for shear failure and settlement criteria are compared and the introduced as the "Allowable Bearing Capacity" of the footing.
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