Swelling characteristics of red-bed mudstones from Southwest China at variable heat treatment conditions

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Zhuowu Xie, Xin Liao, Inna Safonova, Wei Wei, Sixiang Ling, Sergei Krivonogov, Xiyong Wu
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Abstract

Mudstone swelling capacity is an important factor that determines the quality of engineering constructions, in particular, roads, tunnels, dams, etc. The most important parameter is the content of water that determines the stability/behavior of mudstone under different conditions, e.g., under variable temperature and humidity. Laboratory thermal treatment is a widely used method to measure the content of water in mudstone, which controls its swelling capacity. Exploring the swelling properties of samples treated at different temperatures will help to further understand the impact of water content on swelling properties. In this paper, we present new results on the heat treatment of red-bed mudstones of the Shaximiao Formation exposed in the eastern Sichuan Province of SW China in order to trace variations of mass, pore content, microstructural patterns and swelling characteristics. The swelling was traced by scanning electron microscopy and pore tester. The heat treatment changes the microstructure and pore characteristics of the mudstone and its swelling properties. The mudstones yielded three types of water loss patterns caused by the presence of free, absorbed and constitutional waters. The swelling properties appeared to depend on the pattern of the loss of three water types at different temperatures. The increasing temperature resulted in faster dehydration of clay minerals, stronger damage of original textures and microstructures (pore pattern) and stronger swelling. Our results provide a new guideline for selecting a temperature of heat treatment and controlling the content of water during red-bed swelling experiments.

西南地区红层泥岩在不同热处理条件下的溶胀特征
泥岩的膨胀能力是决定工程建设质量的重要因素,特别是道路、隧道、大坝等工程。最重要的参数是水的含量,它决定了泥岩在不同条件下的稳定性/行为,例如在不同的温度和湿度下。实验室热处理是一种广泛应用的泥岩含水率测定方法,可以控制泥岩的溶胀能力。探索不同温度下试样的膨胀特性,有助于进一步了解含水量对膨胀特性的影响。本文对川东地区沙溪庙组红层泥岩进行了热处理研究,揭示了其质量、孔隙含量、微观结构模式和溶胀特征的变化。用扫描电镜和孔隙测定仪对溶胀进行了跟踪。热处理改变了泥岩的微观结构、孔隙特征及溶胀特性。泥岩产生了三种类型的水损失模式,由自由水、吸收水和构成水的存在引起。膨胀特性似乎取决于三种水类型在不同温度下的损失模式。随着温度的升高,粘土矿物脱水速度加快,原有织构和微观结构(孔隙模式)破坏加剧,溶胀加剧。研究结果为红床膨胀实验中热处理温度的选择和水含量的控制提供了新的指导。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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