道路使用期间道路基岩层地质条件变化的影响

S. Smugala, D. Kubečková, František Indra
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引用次数: 0

摘要

摘要本文探讨了在施工过程中应用的有效道路改造技术,以确保施工工程的最终质量。施工质量,尤其是道路的整体平整度受到几个因素的影响。这些因素包括高质量地实施道路结构层,包括活动区,这些活动区可能会受到技术应用不规范、工程不足和地质调查不力的不利影响。合适而有效的重建技术提供了所需的施工质量,但不会显著延长施工时间。作者建议在重建过程中使用水泥或石灰进行稳定。如果基岩层的结构为细粒,则使用这种稳定方法。稳定过程包括挖掘不可接受的基岩层,并将其与添加剂和水混合。一种主要不同的基岩稳定方法是将其完全替换为砾石层,当个别基层不同且使用添加剂进行稳定无法保证所需的结果,即提高强度特性时,使用砾石层。在某些情况下,现有基层由于其特性(如体积不稳定性)而不适合用作道路基层。因此,必须用更合适的材料替换它们。本主题通过一个实际示例进行了说明。
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The impact of changes in the geological conditions of road bedrock layers while the road was in use
Abstract This article examines the effective road reconstruction technologies applied during construction processes to ensure the required final quality of construction work. The construction quality and especially the overall levelness of roads are influenced by several factors. These factors include high-quality implementation of road structural layers, including active zones, which can be adversely affected by the undisciplined application of technology, insufficient engineering and poor geological surveys. Suitable and effective reconstruction technology provides the required quality of construction work yet does not significantly extend construction time. The authors propose stabilisation using cement or lime during reconstruction. This stabilisation method is used if the structure of the bedrock layers is finely granular. The stabilisation process consists of excavating the unacceptable bedrock layer and mixing it with additives and water. A principally different bedrock stabilisation method consists of completely replacing it with a gravel layer, which is used when individual base layers are diverse and stabilisation using additives would not guarantee the required results, i.e. improved strength characteristics. In some cases, the existing base layers are not suitable for use as road base layers because of their characteristics, such as volumetric instability. For this reason, they must be replaced with more suitable materials. This topic is documented by a practical example.
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来源期刊
CiteScore
3.10
自引率
0.00%
发文量
8
审稿时长
16 weeks
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