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环境土工基本理论及工程应用

陈云敏

陈云敏. 环境土工基本理论及工程应用[J]. 岩土工程学报, 2014, 36(1): 1-46. DOI: 10.11779/CJGE201401001
引用本文: 陈云敏. 环境土工基本理论及工程应用[J]. 岩土工程学报, 2014, 36(1): 1-46. DOI: 10.11779/CJGE201401001
CHEN Yun-min. A fundamental theory of environmental geotechnics and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 1-46. DOI: 10.11779/CJGE201401001
Citation: CHEN Yun-min. A fundamental theory of environmental geotechnics and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 1-46. DOI: 10.11779/CJGE201401001

环境土工基本理论及工程应用  English Version

基金项目: 致 谢:感谢土力学与岩土工程界各位同仁的信任,使本人有机会作黄文熙讲座; 感谢浙江大学岩土工程研究所各位同事的长期大力支持,特别是凌道盛教授、詹良通教授、柯 瀚教授、李育超副教授、谢海建副教授、林伟岸博士、兰吉武博士,他们对本文提出了很多有价值的建议和修改意见; 感谢博士后徐晓兵,博士生刘海龙、郭汝阳、潘 倩、曾 兴、邱清文,硕士生王誉泽、穆青翼、张旭俊等为此文整理给予的帮助。感谢国家自然科学基金委对笔者环境土工研究的持续资助。国家重点基础研究发展计划(973)项目(2012CB719800); 国家自然科学基金国际合作与交流项目(51010008)
详细信息
    作者简介:

    陈云敏(1962- ),男,浙江温岭人,博士,长江学者特聘教授,国家杰出青年基金获得者,973项目首席科学家,长期从事环境土工与软弱土灾变控制的研究和教学,发表学术论文288篇,其中SCI收录78篇,主编国家行业标准《生活垃圾卫生填埋场岩土工程技术规范》(CJJ176—2012),研究成果获国家科技进步二等奖3项,培养博士生36人,其中2人分别获全国优秀博士学位论文及提名论文。E-mail: chenyunmin@zju.edu.cn。

  • 中图分类号: TU43

A fundamental theory of environmental geotechnics and its application

  • 摘要: 随着工业化和城市化的快速发展,各类固体废弃物产量迅速增大,地下水土污染不断加剧,人类赖以生存的环境日益恶化。岩土工程研究者力图利用岩土工程的原理和方法来研究和解决这样的环境问题,并逐步形成了岩土工程学科的一个新兴分支——环境土工。环境土工问题伴随着生化反应、物理变化和机械运动等过程,目前国内外尚未建立统一的基本理论体系。该文论述了土体的生化反应、骨架变形、孔隙水运移、溶质迁移和孔隙气运移机理,并建立了考虑生化反应-骨架变形-水气运移-溶质迁移耦合作用的模型及其控制方程,界定并明确了模型参数及测试方法;揭示了高厨余城市固体废弃物填埋场存在严重的生化降解酸化抑制、骨架弱化和液气传导相互阻滞现象,以及城市固体废弃物压缩变形和液气产生及运移、污染物迁移与土体固结相互作用、污染物击穿防污屏障及覆盖屏障防水闭气的内在机理;结合笔者研究团队近二十年的环境土工研究和工程实践积累,总结了所提出的填埋场固废降解程度、渗滤液产量、填埋气收集率、填埋体沉降与填埋场容量、填埋场边坡稳定、防污屏障服役寿命评价方法以及所研发的填埋场液气立体导排、新型防污屏障和TDR污染土勘察技术的合理性和可靠性,并给出了工程应用实例。
    Abstract: With the rapid development of industrialization and urbanization, a large quantity of solid wastes have been produced, the groundwater and subsurface soils are seriously contaminated, and the environment which peoples rely on is getting worse. The researchers in geotechnical engineering make efforts to use the theories and approaches of geotechnical engineering to study and solve these environmental problems, and a new branch of geotechnical engineering discipline—environmental geotechnics has come into being. The problems of environmental geotechnics involve many processes including biochemical reaction, physical change and mechanical motion. A unified framework of the basic theories for environmental geotechnics has not been established currently. The mechanisms of biochemical reaction, soil skeleton deformation, pore water and gas transport and solute migration in soils are described. A coupled model and the relevant governing equations for biodegradation, mechanical deformation, fluid flow and contaminant transport in soils are established. The parameters in this model and their measuring methods are also addressed. The phenomena, serious acid inhibition caused by biochemical degradation, skeleton weakening and liquid-gas mutual blocking in the landfills of municipal solid wastes with high food content, are revealed. The mechanisms, including compression deformation and liquid/gas generation and transport in municipal solid wastes, interaction between pollutant migration and soil consolidation, pollutant penetrationof barrier and prevention of water infiltration and gas escape in landfill covers, are demonstrated. Based on nearly twenty-year researches and practical works by the author's research group in environmental geotechnics, the proposed assessment approaches for the degradation degree of municipal solid wastes, leachate production, collection efficiency of landfill gas, landfill settlement and capacity, landfill stability and serving time of barriers in landfills are summarized, and the proposed techniques, including three-dimensional leachate and gas drainage system, new pattern of barriers and TDR survey technology for contaminated soils are validated.
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出版历程
  • 收稿日期:  2013-12-09
  • 发布日期:  2014-01-20

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