非饱和砂土混合体气体运移特性试验研究

IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
Kangjian Zhang, Zhiqiang Zhang, Yuxi Li, Zhechuan Hu
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引用次数: 0

摘要

了解非饱和砂-粘土混合物中的气体运移行为对于设计和施工中使用压力更换盾构刀具具有重要意义。对非饱和土透气性试验装置进行了改进,以进一步研究气体运移行为。在不同含水率和砂粘比条件下,对非饱和粘土进行了一系列气、液、固三相耦合注气试验。非饱和砂土中气体运移存在急降阶段、过渡阶段和稳定阶段三个阶段。在低含水率、低气压的非饱和砂土中,气体运移主要受滑移效应的影响。当气体压力大于300kpa时,渗透率基本保持不变。在这种情况下,土样的透气性主要受非饱和土样内部结构特征和收缩膜内部结构特征的影响。总结了实际工程中使用的土的理想透气性和盾构保压系统压力计算的经验公式。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental investigation on gas migration behaviour in unsaturated sand-clay mixture
Understanding gas migration behaviours in unsaturated sand–clay mixtures is of great importance to design and construction involving applications of shield-cutting-tool replacement using pressure. A gas permeability test apparatus for unsaturated soil was upgraded to investigate gas migration behaviours further. A series of gas, liquid and solid three-phase coupling gas injection tests were performed on unsaturated clay under different moisture contents and sand–clay ratios. There are three stages of gas migration in unsaturated sand–clay: steep drop stage, transition stage and stability stage. In unsaturated sand–clay with low moisture contents and gas pressures, gas migration is affected primarily by the slippage effect. When the gas pressure is greater than 300 kPa, the permeability remains nearly unchanged. In this case, the gas permeability of the soil sample is affected primarily by the internal structural characteristics of the unsaturated soil sample and those of the shrinkage film. The ideal gas permeability of the soil used in actual engineering and the empirical formula for calculating the pressure of the shield pressure-holding system are summarised.
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来源期刊
Environmental geotechnics
Environmental geotechnics Environmental Science-Water Science and Technology
CiteScore
6.20
自引率
18.20%
发文量
53
期刊介绍: In 21st century living, engineers and researchers need to deal with growing problems related to climate change, oil and water storage, handling, storage and disposal of toxic and hazardous wastes, remediation of contaminated sites, sustainable development and energy derived from the ground. Environmental Geotechnics aims to disseminate knowledge and provides a fresh perspective regarding the basic concepts, theory, techniques and field applicability of innovative testing and analysis methodologies and engineering practices in geoenvironmental engineering. The journal''s Editor in Chief is a Member of the Committee on Publication Ethics. All relevant papers are carefully considered, vetted by a distinguished team of international experts and rapidly published. Full research papers, short communications and comprehensive review articles are published under the following broad subject categories: geochemistry and geohydrology, soil and rock physics, biological processes in soil, soil-atmosphere interaction, electrical, electromagnetic and thermal characteristics of porous media, waste management, utilization of wastes, multiphase science, landslide wasting, soil and water conservation, sensor development and applications, the impact of climatic changes on geoenvironmental, geothermal/ground-source energy, carbon sequestration, oil and gas extraction techniques, uncertainty, reliability and risk, monitoring and forensic geotechnics.
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