研究加水量和压实对土(阿韦吉粘土)和椰子纤维混合物物理机械特性的影响

Yaovi Agbeko KOUTO, Douti LARE, Kossi Eric AGBEME, Yawovi Mawuénya Xolali Dany AYITE
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摘要

本研究的目的是通过研究水量和压实能的变化对土(阿韦吉粘土)和椰子植物纤维混合物的物理机械性能的影响,为普及土方建筑领域的知识做出贡献。- 为此,我们进行了 :- 确定粘土和椰子纤维的特性; - 进行预配制,使土壤-纤维混合物具有良好的可加工性和可管理性(因此可以采用 80% 的粘土和 20% 的椰子植物纤维); - 配制土壤-纤维混合物样品,并采用两种压实模式:振动和桩压,水量从 16% 到 20%,以 2% 为增量; - 通过压缩和硬化状态下的弯曲拉伸试验确定混合物的机械特性。结果表明,在水量变化为 16% 和 20% 的情况下,打桩试样的抗压强度高于振动试样;而在水量变化为 18% 的情况下,两者的阻力大致相同。在牵引过程中,阻力的变化方向与水的变化方向相同,而添加纤维则可以通过弯曲来提高抗拉强度。此外,在牵引和压缩过程中获得的机械强度也是最好的,前者约为 1.00 兆帕,后者约为 1.544 兆帕,水份变化率为 20%,压缩时通过精确定点获得压实能。
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Study of the effect of water dosage and compaction on the physico-mechanical characteristics of a mixture of earth (Avédji clay soil) and coconut fibers
The objective of this study is to contribute to the popularization of knowledge on the earth construction sector by studying the influence of the variation in the quantity of water and the compaction energy on the physico-mechanical properties of a mixture of earth (Avédji clay soil) and coconut plant fibers. · To achieve this, we carried out : · characterization of clay soil and coconut fibers ; · a pre-formulation to achieve good workability and manageability of the soil-fiber mixture (this made it possible to adopt 80% clay soil and 20% coconut plant fibers) ; · the formulation and preparation of soil-fiber mixture samples with two compaction modes: vibration and staking and variations in the quantity of water from 16% to 20% in increments of 2% ; · determination of the mechanical properties of mixtures by compression and tensile tests by bending in the hardened state. The results obtained show that for a water variation of 16% and 20%, the staked specimens give higher compressive strengths than the vibrated specimens; while at 18% the resistances are approximately the same. In traction, the resistance varies in the same direction as the water variation and the addition of fibers makes it possible to improve this tensile resistance by bending. Furthermore, the best mechanical strengths are obtained in traction, which is about 1.00 MPa, and in compression, which is about 1.544 MPa for a water variation of 20% and for compaction energy by staking precisely at compression.
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