A Study on the Porous Cement Composite Using Building Wastes

本研究以六种建筑垃圾为原料制备多孔水泥复合材料。然后将这些多孔水泥复合材料应用于填土边坡的土体加固。为了获得给定边坡所需的安全系数，对多孔水泥复合材料进行了极限设计。采用Microsoft excel电子表格技术对拟建边坡进行稳定性分析，并绘制边坡设计图。分析以一种易于理解和处理的方式进行，从而建立了各种填筑堤防的设计方法。对三种坡度的无加固边坡的安全系数进行了计算，并对结果进行了验证。

In this study, six types of building wastes were used to produce porous cement composites. These porous cement composites were then applied for soil reinforcement of fill slopes. Ultimate design of porous cement composites were carried out in order to obtain required factor of safety of a given slope. Slope stability analyses were performed using Microsoft excel spreadsheet technique for the proposed slope and then the design chart of that slope were constructed. The analyses were performed in such a way that it can be easily understood and handled and thus established a design method for various fill embankments. The factor of safety of unreinforced slopes with thee slope inclinations were calculated and the results were verified.