基于室内柱状填埋试验的城市固废填埋物沉降机理及计算模型

刘荣; 施建勇

doi:10.13204/j.gyjz201312018

基于室内柱状填埋试验的城市固废填埋物沉降机理及计算模型

doi: 10.13204/j.gyjz201312018

刘荣¹,
施建勇²

1.
1. 扬州大学建筑科学与工程学院,江苏扬州 225009;
2.
2. 河海大学岩土工程研究所,南京 210098

基金项目:

国家自然科学基金项目(41172234)

详细信息

作者简介:
刘荣，男，1966年出生，博士，副教授。电子信箱:eliurong@126.com

计量
- 文章访问数: 93
- HTML全文浏览量: 2
- PDF下载量: 148
- 被引次数: 0
出版历程
- 收稿日期: 2013-04-05
- 刊出日期: 2013-12-20

ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST

Liu Rong¹,
Shi Jianyong²

1.
1. College of Civil Engineering,Yangzhou University,Yangzhou 225009,China;
2.
2. Ｒesearch Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China

摘要

摘要: 在室内配制了具有典型组分比例的固体废弃物,利用室内柱状沉降试验仪,在一定的淋滤条件下,进行长时间的废弃物填埋试验。定期测定废弃物在填埋全过程中的沉降值等指标。采用基于Gandolla计算模型,考虑废弃物瞬时沉降和长期沉降的特殊性,建立了考虑废弃物全过程沉降的复合沉降计算模型。利用柱状沉降试验观测数据,反演分析模型中的各计算参数。结果表明,应用复合沉降模型对填埋试验和现场试验分别进行的计算与观测值基本一致,说明沉降机理分析和计算模型的合理性。
- 城市固废物 /
- 室内柱状填埋试验 /
- 复合沉降计算模型 /
- 瞬时沉降 /
- 长期沉降
Abstract: Some kinds of refuse elements were mixed according to classic proportion indoors. Long time landfill test was done with interior settlement apparatus at stated leachating condition. In the course of whole landfill, settlement values were termly measured. On the basis of Gandolla model, considering the speciality of refuse immediate settlement and long term settlement, composite compressibility model considering refuse whole settlement was adopted. According to the measured date of columnar settlement experiment, the calculation parameters of model were back-figured. As a result, based on the composite settlement model, the calculated values and the measured values of landfill test and field test were basically accordant which showed that the analysis of settlement mechanism and the constructed model were reasonable.
- municipal solid waste /
- interior columnar landfill test /
- composite settlement model /
- immediate settlement /
- long-term settlement

HTML全文

参考文献(25)

[2] 谢强, 张永兴, 张建华.生活垃圾填埋过程中的沉降分析与计算[J].岩土力学, 2010, 31(7):2135-2140.

孔宪京, 孙秀丽, 邹德高.垃圾土蠕变-降解特性的室内试验研究［J].岩土力学, 2008, 29(2):337-341.

[3] Liu Xiaodong, Shi Jianyong, Qian Xuede, et al.One-DimensionalModel for Municipal Solid Waste(MSW) Settlement ConsideringCoupled Mechanical-Hydraulic-Gaseous Effect and ConciseCalculation[J].Waste Management, 2011, 31(12):2473-2483.

[4] Assamoi B,Lawryshyn Y.The Environmental Comparison ofLandfilling vs.Incineration of MSW Accounting for WasteDiversion[J].Waste Management, 2012, 32(5):1019-1030.

[5] Long Yan,Lao Huimin,Hu Lifang,et al.Effects of in-SituNitrogen Removal on Degradation/Stabilization of MSW inBioreactor Landfill［J].Bioresource Technology,2008, 99(8):2787-2794.

[6] 施建勇, 钱学德, 朱月兵.垃圾填埋场复合衬垫剪切特性单剪试验研究[J].岩土力学, 2010, 31(4):1112-1117.

[7] Stoltz G,Gourc J P, Oxarango L.Characterisation of the Physico-Mechanical Parameters of MSW［J].Waste Management, 2010, 30(8/9):1439-1449.

[8] Babu G L S,Reddy K R,Chouksey S K.Parametric Study ofMSW Landfill Settlement Model[J].Waste Management, 2011, 31(6):1222-1231.

[9] Sowers G F.Settlement of Waste Disposal Fills［C]// Proceedingsof 8th ICSMFG.Moscow,USSR:1973:207-210.

[10] Yen B C, Scanlon B.Sanitary Landfill Settlement Rates［J].Journal of the Geotechnical Engineering Division,1975, 101(5):475-487.

[11] Edil T B, Ranguette V J, Wuellner W W.Settlement of MunicipalRefuse.Geotechnics of Waste Fills-Theory and Practice［G].Landva A,Knowless D K.Philadelphia,USA: American Societyof Testing Material, 1990:225-239.

[12] Jambu N, Svano G, Christensen S.Back-Calculated Creep RatesCase Records ［C]//Proceedings of the Twelfth InternationalConference on Soil Geotechnics and Foundation Engineering.1989:1809-1812.

[13] Edgers L, Noble J J, Williams E.A Biologic Model for Long TermSettlement in Landfills Environmental Geotechnology ［C]//Proceedings of the Mediterranean Conference on EnvironmentalGeotechnology.1992:177-184.

[14] 廖智强.卫生填埋降解试验研究及沉降机理分析［D].南京:河海大学, 2006.

[15] 胡敏云, 陈云敏, 温振统.城市垃圾填埋场垃圾土压缩变形的研究［J].岩土工程学报, 2001, 23(1), 123-126.

[16] Castrilln L,Fernndez-Nava Y,Ulmanu M, et al.Physico-Chemical and Biological Treatment of MSW Landfill Leachate[J].Waste Management, 2010, 30(2):228-235.

[17] Kumar K N, Goel S.Characterization of Municipal Solid Waste(MSW) and a Proposed Management Plan for Kharagpur,WestBengal,India［J].Resources, Conservation and Recycling, 2009,53(3):166-174.

[18] Li Yu,Batlle F,Carrera J, et al.Gas Flow to a Vertical GasExtraction Well in Deformable MSW Landfills［J].Journal ofHazardous Materials, 2009, 168(2/3):1404-1416.

[19] Machado S L, Karimpour-Fard M,Shariatmadari N,et al.Evaluation of the Geotechnical Properties of MSW in Two BrazilianLandfills［J].Waste Management, 2010, 30(12):2579-2591.

[20] Xiao Gang,Ni Mingjiang,Chi Yong,et al.GasificationCharacteristics of MSW and an ANN Prediction Model[J].WasteManagement, 2009, 29(1):240-244.

[21] 孙秀丽.城市固体废弃物变形及强度特性研究［D].大连:大连理工大学, 2007.

[22] 钱学德, 郭志平, 施建勇, 等.现代卫生填埋场的设计与施工[M].北京:中国建筑工业出版社, 2001.

[23] Fellner J,Brunner P H.Modeling of Leachate Generation fromMSW Landfills by a 2-Dimensional 2-Domain Approach ［J].Waste Management, 2010, 30(11):2084-2095.

[24] Gandolla M, Dugnani L.The Determination of Subsidence Effectsat Municipal Solid Waste Disposal Sites［C]// Proceedings of 6thInternational Solid Waste Congress and Exhibition.1992:1-17.

[25] 赵由才, 黄仁华, 赵爱华, 等.大型填埋场垃圾降解规律研究[J].环境科学学报, 2000, 20(6):736-740.

施引文献

资源附件(0)

访问统计