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Experimental Study on Strength Characteristics Comparison of Tamped and Poured Concrete

机译:夯实和倾倒混凝土强度特性比较的实验研究

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摘要

Piles formed by tamped concrete are a kind of technology in foundation treatment. In order to study the difference of strength characteristics between tamped and ordinary poured concrete, optimum parameters of mix proportion on tamped concrete are obtained by heavy compaction test in laboratory, then unconfined compressive strength tests are accomplished on the basis of optimum parameters of mix proportion. Influence factors of strength characteristics of tamped concrete are studied, such as cement-aggregate ratio, curing age, curing condition and so on. Finally, strength characteristics of tamped and ordinary poured concrete are compared. The test results indicate that the tamped concrete is hardened quickly and early-strength. In standard, water and saturated soil curing condition, compressive strength all grows sufficiency, thus tamped concrete can be used in ground and underground environment. At the same time, a higher strength can be obtained by smaller cement content, and the cost of tamped concrete can be reduced effectively.
机译:由夯实混凝土形成的桩是一种基础治疗技术。为了研究夯实和普通浇注混凝土之间的强度特性的差异,通过实验室重量压实试验获得夯实混凝土中混合比例的最佳参数,然后基于混合比例的最佳参数来完成不包含的压缩强度试验。研究了夯实混凝土强度特性的影响因素,如水泥聚集比,治疗年龄,固化条件等。最后,比较了夯实和普通浇注混凝土的强度特性。测试结果表明,夯实混凝土快速和早期硬化。在标准,水和饱和的土壤固化条件下,抗压强度都增加了充足,因此夯实混凝土可用于地面和地下环境。同时,通过较小的水泥含量可以获得更高的强度,并且可以有效地减少夯实混凝土的成本。

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