首页> 外文会议>International Symposium on Geoenvironmental Engineering(国际环境岩土工程研讨会 >UNCONFINED COMPRESSIVE STRENGTH OF MIXTURE OF PHOSPHOGYPSUM-FLY ASH-LIME-CLAY
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UNCONFINED COMPRESSIVE STRENGTH OF MIXTURE OF PHOSPHOGYPSUM-FLY ASH-LIME-CLAY

机译:磷粉煤灰石灰粘土混合料的无限制抗压强度

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摘要

In this paper, the unconfined compressive strength test of mixture of phosphogypsum-fly ash-lime-clay for 7days and 28days curing period is based on 16 kinds of mix design method for orthogonal analysis, the optimum mix of phosphogypsum-fly ash-lime-clay is obtained by the unconfined compressive strength test at the same time. Combined with practice, the application of phosphogypsum to the subgrade and pavement is studied for its feasibility and practicality, and the result shows that phosphogypsum is not only a kind of the best roadbed filler but also a type of the road base course with the excellent performance.
机译:本文基于16种混合料设计方法进行正交试验,研究了磷石膏粉煤灰-石灰-石灰-粘土混合料在7天和28天固化期的无侧限抗压强度试验,确定了磷石膏-粉煤灰-石灰-水泥的最佳混合比。同时通过无侧限抗压强度试验获得粘土。结合实际,研究了磷石膏在路基和人行道上的可行性和实用性,结果表明,磷石膏不仅是一种最佳的路基填料,而且是一种性能优异的路基层。 。

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