Based on Rheological to Calculate Anchor Parameter for Foundation Pit

Xin Wen Suo; Chen Min Gu

doi:10.4028/www.scientific.net/AMR.538-541.665

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Numerical Simulation of Thermal Shock Tests of Carbon-Containing Refractories
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 538-541Based on Rheological to Calculate Anchor Parameter...

Based on Rheological to Calculate Anchor Parameter for Foundation Pit

Abstract:

Pointed to character of rheological mechanics and limited equilibrium method, a new viso-elasto-plastic rheological model is builded with minimum locked load formula abtained.The finite difference method with C++ and inline FISH program ,is applied to analyze engineering instance. Based on calculated results and testing on spot, plentiful key parameters on whole bonged and prestressed bolt is studied.Lastly,the conclusions are open out ,including minimum locked loading,stress and maximal axial distribution of prestressed steal, hump distribution of shear stress on grount,shear strain rate of surface and displacement of reinforced foundation pit and so on.The numerical calculation is coincident with testing factors.

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Periodical:

Advanced Materials Research (Volumes 538-541)

Pages:

665-668

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.538-541.665

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Online since:

June 2012

Authors:

Xin Wen Suo, Chen Min Gu

Keywords:

Engineering Application, Foundation Pit, Numerical Calculation, Rheological Parameter

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