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Numerical Analysis on Mechanics of Interaction Between Slurry and Soil in Earth Dam by Splitting Grouted

机译:灌浆灌浆泥浆浆料与土壤相互作用的数值分析

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Based on the fluid-solid coupling by using the numerical analysis, the mechanics of interaction between slurry and soil in earth dam by splitting grouted are studied. Considering the seepage of slurry in the dam, the Mohr-Coulomb Hardening constitutive model is adopted in this paper through analyzing the pore pressure, stress and strain of the earth dam. It is founded that the slurry by splitting grouted is distributing as earth dam axis as the center and diffusing around. The stress of earth dam is improved by the quadratic stress regulation. Because of the interaction between slurry and soil, the horizontal displacement of earth dam by splitting grouted is generated. Those cause the cracks at the dam abutment.
机译:基于使用数值分析的流体固相偶联,研究了通过分裂灌浆的土坝浆料与土壤相互作用的机制。考虑到坝中的浆料渗漏,本文采用了MoHR-Coulomb硬化构成型模型,通过分析土坝的孔隙压力,应力和应变来采用。结果,通过分裂灌浆的浆料是作为地球坝轴作为中心分布并扩散。通过二次压力调节改善了土坝的应力。由于浆料和土壤之间的相互作用,产生了通过分裂灌浆的地球坝水平位移。那些导致大坝桥面的裂缝。

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