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Cement-Modified Soil for Long Lasting Pavements

机译:水泥改性土壤,用于长效路面

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Cement-modified soil (CMS) is a term used to describe native soils and/or manufactured aggregates that have been treated with a relatively small proportion of Portland cement. Cement application rates for CMS typically vary from two to six percent by dry weight of the soil/aggregate being modified with the majority of cases being between three and five percent. The objective of the treatment is to permanently amend the undesirable properties of problem soils/aggregates so that they are suitable for use in construction. The amount of cement added to produce CMS is typically less than that required to produce a strong, frost-resistant cement-treated base (CTB) but is enough to improve their engineering properties. The degree of modification increases with greater amounts of cement. Therefore, for a given soil/aggregate, a cement content can be selected that will provide a long lasting and sustainable material meeting the specified level of modification, expressed in terms of plasticity, bearing capacity, or other criteria. Laboratory and field work on CMS indicate that the relatively small quantities of cement bind some of the soil/aggregate particles together to form small conglomerate masses of new soil/aggregate. In addition to this slight cementing reaction, the surface chemistry of clay particles, either in clay soils or the clay fraction of granular soils, is improved by cation exchange phenomenon. As a result, the modified soils/aggregates have lower plasticity (cohesiveness), lower volume change characteristics, and greater strength than untreated soils/aggregates. Field and laboratory tests show that changes in the physical characteristics of a soil/aggregate by cement modification are permanent. The soil/aggregate does not revert back to its original state (even after many cycles or years of weathering and service), making CMS a very sustainable pavement material. This paper will look at the types of CMS available, their modification mechanisms, material properties, proper construction techniques, and longevity.
机译:水泥改性的土壤(CMS)是用于描述已经用相对较小比例的波特兰水泥处理的本地土壤和/或制造的聚集体。 CMS的水泥申请率通常通过两到六个百分之两倍,通过在大多数情况下被修饰的土壤/骨料的干重介于三到5%之间。治疗的目的是永久地修改问题土壤/聚集体的不良性质,以便它们适用于建筑。添加以产生CMS的水泥的量通常小于产生强,抗抗抗水泥处理的碱(CTB)所需的量,但足以改善其工程性质。改性程度随着更大量的水泥而增加。因此,对于给定的土壤/聚集体,可以选择水泥含量,这将提供满足特定修饰水平的长持久和可持续材料,以可塑性,承载力或其他标准表示。对CMS的实验室和现场工作表明,相对少量的水泥将一些土壤/骨料颗粒结合在一起,形成小型块状物质的新土壤/聚集体。除了这种轻微的水泥反应之外,通过阳离子交换现象改善了粘土颗粒的表面化学,粘土颗粒或粒状土壤的粘土馏分。结果,改性的土壤/聚集体具有较低的可塑性(粘合性),更低的体积变化特性,比未处理的土壤/聚集体更大的强度。场和实验室测试表明,通过水泥改性的土壤/聚集体的物理特性的变化是永久性的。土壤/骨料不会恢复到原始状态(即使在许多循环或耐候和服务年之后),使CMS成为一个非常可持续的路面材料。本文将研究可用的CMS类型,其修改机制,材料性质,适当的施工技术和长寿。

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