绿林地废弃物在固化土中的试验研究

Experimental Study on Green Forest Waste in Solidified Soil

摘要:

在“双碳”的战略目标下，以绿林地固体废弃物在道路固化土中的应用研究为背景，通过试验研究及理论机理分析，揭示绿林地废弃物在固化土中的强度变化规律。试验结果表明：水泥掺量5%时，木块在浸水后强度损失较大，且不利于压实工艺；当水泥掺量达到10%以上时，木块在固化土中有一定的增强作用，水泥胶凝产物能够形成网状增强结构；在水泥掺量为15%时，固化土强度会随着木块掺量的增加而增大，木块掺量为40%时，强度达到1.8 MPa。

Abstract:

Under the strategic goal of "dual carbon", taking the application research of green forest solid waste in road solidified soil as the background, and through the experimental research and theoretical mechanism analysis, the intensity change law of green forest waste in solidified soil is revealed. The experimental results show that when the cement content is 5%, the strength loss of wood blocks after immersion in water is great, and it is not conducive to the compaction process. When the cement content reaches more than 10%, the wood block has a certain strengthening effect in the solidified soil, and the cement gelling products can form a network reinforced structure. When the cement content is 15%, the strength of solidified soil increases with the increase of wood block content. When the wood block content is 40%, the strength reaches 1.8 MPa.