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Three-dimensional visualization method of final foundation settlement amount
The invention provides a three-dimensional visualization method of final foundation settlement amount. Aiming at a layerwise summation method in engineering calculation, an additional stress value of an arbitrary spatial point below the bottom of a foundation is calculated through an undetermined parameter numerical integration technology replacing a table look-up method and an angular point calculated value superposition method in the traditional engineering calculation, a compression amount of a thin layer where an arbitrary point below the bottom of the foundation is located can be calculated relatively accurately and rapidly, and the total compression amount can be obtained; and according to the above calculated results, an additional stress data distribution rule diagram and a final settlement amount distribution rule diagram of the arbitrary spatial coordinate point below the bottom of the foundation on occasions of different loads and different foundation soil buried depths are drawn in a computer. With the adoption of the three-dimensional visualization method, three-dimensional visualization of the final foundation settlement amount can be realized; a visual analysis diagram is provided; the convenience is provided to engineering analysis; in addition, the calculation accuracy of the final foundation settlement amount is improved; and errors arising from linear interpolation in the calculation process are avoided.
Three-dimensional visualization method of final foundation settlement amount
The invention provides a three-dimensional visualization method of final foundation settlement amount. Aiming at a layerwise summation method in engineering calculation, an additional stress value of an arbitrary spatial point below the bottom of a foundation is calculated through an undetermined parameter numerical integration technology replacing a table look-up method and an angular point calculated value superposition method in the traditional engineering calculation, a compression amount of a thin layer where an arbitrary point below the bottom of the foundation is located can be calculated relatively accurately and rapidly, and the total compression amount can be obtained; and according to the above calculated results, an additional stress data distribution rule diagram and a final settlement amount distribution rule diagram of the arbitrary spatial coordinate point below the bottom of the foundation on occasions of different loads and different foundation soil buried depths are drawn in a computer. With the adoption of the three-dimensional visualization method, three-dimensional visualization of the final foundation settlement amount can be realized; a visual analysis diagram is provided; the convenience is provided to engineering analysis; in addition, the calculation accuracy of the final foundation settlement amount is improved; and errors arising from linear interpolation in the calculation process are avoided.
Three-dimensional visualization method of final foundation settlement amount
GAO ZIKUN (Autor:in) / CAI WEI (Autor:in) / TIAN YUEPING (Autor:in)
23.12.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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