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津巴布韦泥岩残积土的工程地质特性及其微观机制

张先伟 孔令伟 李宏程 翟路平 王占高 刘新宇

工程地质学报2018,Vol.26Issue(6):1424-1432,9.
工程地质学报2018,Vol.26Issue(6):1424-1432,9.DOI:10.13544/j.cnki.jeg.2017-429

津巴布韦泥岩残积土的工程地质特性及其微观机制

ENGINEERING GEOLOGICAL PROPERTIES AND MICRO-MECHANISM OF RESIDUAL SOILS DERIVED FROM MUDSTONE IN HARARE, ZIMBABWE

张先伟 1孔令伟 1李宏程 2翟路平 2王占高 2刘新宇1

作者信息

  • 1. 中国科学院武汉岩土力学研究所,岩土力学与工程国家重点实验室,武汉 430071
  • 2. 信息产业部电子综合勘察研究院,西安 710054
  • 折叠

摘要

Abstract

From a geotechnical perspective, residual soil derived from the mudstone in Zimbabwe is often viewed as a regional problematic soil, indicating that their behavior can deviate from traditional rules of soil behavior. Thus it appears especially important to accurately assess its engineering characteristics, which can provide theoretical guidance to engineering investigation and construction. In this study, a laboratory study is conducted to investigate the physical and mechanical properties of the soils, and then the special characteristics in mechanics are explained from the aspects of mineral composition, chemical components, and microstructures. The results show that this residual soil is termed hard clayey soil with low expansibility and compaction. For undisturbed soil, it is unsaturatedand possessed the high strength because of structural strength inherited from parent rock. The soil shows an aggregate structure which contains a highly orientated kaolin aggregation and many fissures according to the result of SEM. In addition, the ferrous cementing effect can result in a high strength between the aggregations, which is monitored. Because of strong water sensitivity and disintegration, the cohesion can be remarkably reduced after soaking and the internal friction angle can also be reduced under wetting and drying cycle. The high collapsible deformation is not founded. Therefore, geotechnical engineers should pay close attention to engineering disasters due to meteoric water.

关键词

泥岩残积土/工程地质特性/胶结特性/强度/微观结构

Key words

Residual soil derived from mudstone/Engineering geological properties/Cementation properties/Strength/Microstructure

分类

建筑与水利

引用本文复制引用

张先伟,孔令伟,李宏程,翟路平,王占高,刘新宇..津巴布韦泥岩残积土的工程地质特性及其微观机制[J].工程地质学报,2018,26(6):1424-1432,9.

基金项目

国家自然科学基金(41472292,11672320) (41472292,11672320)

中国科学院青年创新促进会项目(2018363)资助. (2018363)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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