首页> 外文会议>International Conferences on Transportation Geotechnics >Stability of Slopes and Embankments of Coarse Man-Made Soils
【24h】

Stability of Slopes and Embankments of Coarse Man-Made Soils

机译:粗人为土壤斜坡和堤岸的稳定性

获取原文

摘要

The suitability of soils for the construction of subgrade is determined by their road-building properties. For this purpose coarse, sandy and sandy loam soils are the most suitable. Many coarse man-made soils are formed during mining. These soils undergo significant changes in composition, structure and texture of natural minerals under the influence of weather and climatic factors. Coarse man-made soils may differ by petrographic composition and metamorphism of minerals. These multi-component systems are composed of fine-grained components and large particles varying in strength, water and frost resistance. The aggregate strength characteristic was taken as an integrated criterion for the assessment of embankment subgrade based in part on the capabilities of the test and also the need for the creation of a dense structure for multi-component coarse soils. From this, a technological classification for coarse soils was developed. The problem of using coarse soil in embankments is the possibility of soil settlements occurrence due to the large space between the particles and due to the impact of weather and climate factors. For ensuring a stable structure of subgrade, such coarse soils should be either isolated from the influence of weather and climatic factors or the structure of the subgrade should be made dense non-settling properties by means of technological solutions that envisage filling the entire space between the large particles with fine-grained materials (e.g. pit-run fines). The design solutions are developed depending on the type of coarse soil. This will protect the embankment body from the effects of weather and climatic factors, namely: wetting-drying and freezing-thawing. To ensure durability and stability of the embankment slopes, technological solutions for creating a single strong structure were developed. Effective subgrade structures that take into account the characteristics of these materials and ensure their sustainability and stability were developed basing on the results of coal waste research.
机译:通过其道路建设物业确定了地面施工土壤的适用性。为此目的,粗糙,桑迪和沙质壤土土壤是最合适的。在采矿过程中形成了许多粗人造的土壤。这些土壤在天气和气候因素的影响下发生了天然矿物质的组成,结构和质地的显着变化。粗人为土壤可能因岩体成分和矿物质的变质而异。这些多组分系统由细粒组分组成,大的颗粒在强度,水和冰霜抗性中变化。将总强度特性作为基于测试的能力,作为对路堤路基评估的综合标准,以及需要创建用于多组分粗糙土壤的密集结构的需求。由此,开发了一种粗糙土壤的技术分类。在堤防中使用粗土的问题是由于颗粒之间的巨大空间并且由于天气和气候因素的影响而发生土壤沉淀的可能性。为了确保路基结构稳定,这种粗糙的土壤应该是从天气和气候因素的影响中分离的,或者通过技术解决方案,通过设想填充整个空间的技术解决方案来进行致密的非沉降性能具有细粒材料的大颗粒(例如坑润料)。设计解决方案是根据粗糙土壤的类型开发的。这将保护堤防机构免于天气和气候因素的影响,即:润湿干燥和冷冻解冻。为确保堤防坡度的耐用性和稳定性,开发了用于创造单一强大结构的技术解决方案。有效的路基结构考虑了这些材料的特性,并确保了他们的可持续性和稳定性是基于煤矸石研究的结果。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号