岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
9期
2455-2463
,共9页
城市固体废弃物%生物降解%本构模型
城市固體廢棄物%生物降解%本構模型
성시고체폐기물%생물강해%본구모형
municipal solid waste%biodegradation%constitutive model
城市固体废弃物(MSW)是由多种无机和有机成分组成的复合材料,具有高压缩性和可降解性。随着时间的变化,基本的物理力学特性发生变化,与传统土体相比,性质差异较大。城市固体废弃物的本构模型对于垃圾填埋场中土工问题的研究极其重要,考虑不同因素的影响,系统总结了国内外一些学者对MSW本构模型的研究现状,指出已有的研究成果主要考虑了荷载引起的瞬时变形、机械蠕变、生物降解、纤维物质的加筋作用等,但这些都是考虑单个因素或者将几个因素简单叠加的本构模型,并未考虑不同因素的耦合作用。结合土体本构模型的发展特点,指出了今后城市固体废弃物本构模型的研究方向和发展趋势:应当综合考虑各种因素对 MSW 应力-应变关系的影响,从工程实践出发,通过岩土工程、环境工程、化学工程和生物工程等学科的交叉寻求突破,形成考虑生化反应-骨架变形-水气运移-溶质迁移耦合作用的理论框架。
城市固體廢棄物(MSW)是由多種無機和有機成分組成的複閤材料,具有高壓縮性和可降解性。隨著時間的變化,基本的物理力學特性髮生變化,與傳統土體相比,性質差異較大。城市固體廢棄物的本構模型對于垃圾填埋場中土工問題的研究極其重要,攷慮不同因素的影響,繫統總結瞭國內外一些學者對MSW本構模型的研究現狀,指齣已有的研究成果主要攷慮瞭荷載引起的瞬時變形、機械蠕變、生物降解、纖維物質的加觔作用等,但這些都是攷慮單箇因素或者將幾箇因素簡單疊加的本構模型,併未攷慮不同因素的耦閤作用。結閤土體本構模型的髮展特點,指齣瞭今後城市固體廢棄物本構模型的研究方嚮和髮展趨勢:應噹綜閤攷慮各種因素對 MSW 應力-應變關繫的影響,從工程實踐齣髮,通過巖土工程、環境工程、化學工程和生物工程等學科的交扠尋求突破,形成攷慮生化反應-骨架變形-水氣運移-溶質遷移耦閤作用的理論框架。
성시고체폐기물(MSW)시유다충무궤화유궤성분조성적복합재료,구유고압축성화가강해성。수착시간적변화,기본적물리역학특성발생변화,여전통토체상비,성질차이교대。성시고체폐기물적본구모형대우랄급전매장중토공문제적연구겁기중요,고필불동인소적영향,계통총결료국내외일사학자대MSW본구모형적연구현상,지출이유적연구성과주요고필료하재인기적순시변형、궤계연변、생물강해、섬유물질적가근작용등,단저사도시고필단개인소혹자장궤개인소간단첩가적본구모형,병미고필불동인소적우합작용。결합토체본구모형적발전특점,지출료금후성시고체폐기물본구모형적연구방향화발전추세:응당종합고필각충인소대 MSW 응력-응변관계적영향,종공정실천출발,통과암토공정、배경공정、화학공정화생물공정등학과적교차심구돌파,형성고필생화반응-골가변형-수기운이-용질천이우합작용적이론광가。
This paper summarizes the research status of municipal solid waste (MSW) constitutive models, which is very important to study geotechnical problems in landfills. MSW consists of a variety of inorganic and organic components and has high compressibility and biodegradability;and its physico-mechanical properties gradually change over time. In these existing models, it can be seen that MSW instantaneous deformation, mechanical creep, biodegradation, fiber reinforcement are taken into account. Unfortunately, various influence factors are considered in some models, respectively, or only are simply added in other models. The coupling effects of these factors are not taken into consideration. Furthermore, the future studies and development trend of MSW constitutive models are proposed based on the study of the constitutive models of soils. A variety of factors that influence the stress-strain behavior of MSW should be considered. Meanwhile, a breakthrough should be sought by combining the theories of geotechnical engineering, environmental engineering, chemical engineering and biological engineering. Finally, the theoretical framework for biodegradation, mechanical deformation, fluid flow and contaminant transport in MSW can be established.