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首页> 外文期刊>铁道総研報告 >Bearing Capacity and Deformation Characteristics of Liquefied Stabilization Soil Ground Reinforced by Utilizing Strips of Wasted Textile Material
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Bearing Capacity and Deformation Characteristics of Liquefied Stabilization Soil Ground Reinforced by Utilizing Strips of Wasted Textile Material

机译:利用废弃纺织材料条加固的液化稳定土的承载力和变形特性

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摘要

Liquefied Stabilization Soil (LSS) consists of excavated soil, water and cement, which does not need compaction during the installation of LSS because it has high liquidity. However, LSS is a brittle material, since the distance between soil particles, which are connected by cementation, is large (void ratio e=2 to 3). A LSS including small rectangular sheets was developed in order to improve the properties of LSS. To investigate the properties of LSS, a series of mixing tests on the LSS including the sheets were conducted.
机译:液化稳定土(LSS)由开挖的土壤,水和水泥组成,由于具有高流动性,因此在安装LSS时无需压实。但是,LSS是脆性材料,因为通过胶结作用连接的土壤颗粒之间的距离较大(空隙比e = 2至3)。为了改善LSS的性能,开发了包括小矩形片的LSS。为了研究LSS的性能,在包括片材在内的LSS上进行了一系列混合试验。

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