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The behaviour of Hong Kong volcanic saprolites in one-dimensional compression

机译:一维压缩中香港火山腐泥岩的行为

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摘要

An extensive research programme focusing on the one-dimensional compression behaviour ofrnreconstituted and intact volcanic saprolites was carried out. A number of block samples, including saprolitesrnoriginating from different parent rocks or taken at different sites within a same formation, were tested. Thernintrinsic behavior of reconstituted samples indicated that some of the soils had very slow convergence to arnunique instrinsic normal compression line (ICL) and/or rather shallow slopes of compression paths. The slopernof the ICL (λ) changed with the sampling location, even if most samples belonged to the same weathering gradernand were taken at shallow depths. The relationship between λ and the amount of fines was established and therneffects of structure were studied comparing the compression tests of intact specimens to their respective ICL.rnThe extent to which these tests crossed the ICL was variable and in some cases the curves simply converged tornthe ICL, showing no effect of structure.
机译:开展了广泛的研究计划,重点研究了重建和完整的火山腐泥土的一维压缩行为。测试了许多块状样品,包括来自不同母岩的腐泥土或在同一地层​​的不同地点采集的腐泥土。重构样品的热内在行为表明,某些土壤的收敛速度非常慢,而其内部的正常法向压缩线(ICL)和/或压缩路径的坡度较小。即使大多数样品属于同一风化等级,并且取自浅深度,ICL的斜率也随采样位置而变化。建立了λ与细粉量之间的关系,并比较了完整样品的压缩测试与其各自的ICL,研究了结构的影响。这些测试穿过ICL的程度是可变的,在某些情况下,曲线只是收敛地撕裂了ICL ,显示没有结构效果。

著录项

  • 来源
    《Volcanic rocks and soils》|2016年|281-287|共7页
  • 会议地点 Lacco Ameno(IT)
  • 作者单位

    DICAM Department, University of Bologna, Italy City University of Hong Kong, Hong Kong SAR;

    Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong SAR;

    Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong SAR;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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