土方施工中压实能量的量化与优化:静态和动态压实案例

Atar Dialmy, M. Rguig, Mehdi Meliani
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引用次数: 0

摘要

土建筑是一种可持续的环保建筑方式。除了具有良好的保温性能外,土质材料资源丰富、价格低廉且易于获得,从而减少了对混凝土和钢材等资源密集型材料的需求。土方结构的施工过程以压实为主,但实验室压实过程与现场压实过程往往存在差异。现场生产土方结构所消耗的能量仍然是近似的、不可控的,这在很大程度上影响了土墙的力学性能。因此,有必要对最佳压实能量进行研究。为了优化夯土(RE)的现场压实能量,我们开展了一项实验研究,将通常用于生产 RE 墙体的动态压实与使用机械压力机的静态压实进行了比较。通过考虑动态和静态能量的增加,对每种情况下的物理和机械性能进行了分析。结果表明,RE 墙可由预制压土块取代,在静态压实中,压实能可降低 60%,抗压强度可提高 70%,从而在不进行稳定化处理的情况下达到 4 兆帕。这种解决方案可以缩短施工时间,控制土方建筑的质量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantification and Optimization of Compaction Energy Used in Earth Construction: Case of Static and Dynamic Compaction
Earth construction is a sustainable and environmentally friendly approach to building. In addition to their good thermal performance, earth materials are abundant, inexpensive, and readily available, reducing the need for resource-intensive materials like concrete and steel. Regarding the construction process of earth structures, which is based on compaction, there is often a difference between the laboratory compaction process and the onsite one. The energy consumed onsite to produce earth structures is still approximative and uncontrolled, which affects considerably the mechanical performances of earth walls. Then, the investigation of the optimal compaction energy is necessary. To optimize the on-site compaction energy used in rammed earth (RE), an experimental study is carried out to compare the dynamic compaction usually applied to produce RE walls to the static compaction using a mechanical press. By considering increasing dynamic and static energies, the physical and mechanical properties are analyzed for each case. The obtained results show that RE walls can be replaced by prefabricated pressed earth blocks where the compaction energy is reduced by 60% and the compressive strength is enhanced by 70% using static compaction, thus achieving 4 MPa without stabilization. This solution allows to reduce the execution time and to control the quality of earth buildings.
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