垃圾土的工程性质研究现状
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摘要
针对垃圾土研究的现状,对垃圾土的工程性质进行了较为全面的论述,主要包括沉降特性、抗剪强度参数和渗透特性这几个实际工程中最关心的3个方面;指出了沉降模型使用中参数选取的不足之处、抗剪强度参数c、φ随时间变化会有所变化等,给出了进一步研究的建议.
The engineering properties of municipal solid waste are described fully based on present study,majorly including settlement property,shear strength parameters and permeability property which are most cared in practice projects.The shortcomings of parameters choosing in settlement calculation models,shear strength parameters c and the various φ coming to different values by time are provided,and the suggestions in further study are proposed.
The engineering properties of municipal solid waste are described fully based on present study,majorly including settlement property,shear strength parameters and permeability property which are most cared in practice projects.The shortcomings of parameters choosing in settlement calculation models,shear strength parameters c and the various φ coming to different values by time are provided,and the suggestions in further study are proposed.
引文
[1]张益,陶华.垃圾处理处置技术及工程实例[M].北京:化学工业出版社,2002.
[2]Hongtao W ang,Yongfeng N ie.Mun ic ipal Solid W asterCharacteristics and M anagem ent in Ch ina[J].Journal ofthe A ir&W aste M anagem ent Assoc iation,2001,51:250-263.
[3]华振明.固体废物的处理与处置[M].北京:高等教育出版社,1998.
[4]钱学得,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.
[5]甄金环编译.生活垃圾特性分析指南[M].北京:中国环境科学出版社,1990.
[6]A fonso Celso Moruzzi M arques,George M F ilz,O renc ioMon je V ilar.Composite Compressib ility Model forMun ic ipal SolidW aste[J].Geotechn ical and Geoenviron-m ental Engineering,2003,129(4):372-378.
[7]钱学得,施建勇,郭志平,等.深圳市下坪固体废弃物填埋场防渗结构层及垃圾体力学性能研究报告[R].南京:河海大学岩土工程研究所,2001.
[8]ANTUNEA P,LEMOSL J L.Contribution for a solutionof the urban solid waste in central region[A].Environm ental Geodetics[C].Balkenm a:Rotterdam,1998:319-323.
[9]GOURE J P,Thom as,VUILLEM IN M.Proposal of aW aste Settlem ent Survey M ethodology[J].In:SecoeP into ed.Environm ental Geotechn ics.Balkem a:Rottedam,1998:195-200.
[10]刘荣,卢廷浩.垃圾土沉降的Logistic模型应用研究[J].工业建筑,2005,35(11):56-59.
[11]谢强,张永兴,张建华.陈垃圾土的压缩性试验研究[J].重庆建筑大学学报,2003,25(4):18-22.
[12]张振营,陈云敏.城市垃圾填埋场有机物降解沉降模型的研究[J].岩土力学,2004,25(2):238-241.
[13]BOOKER T J,ASCE A M,HAM R K.Stab ilization ofsolid waste in landfills[J].Journal of Environm entalEngineering D ivision ASCE,1982,108(EE4):629-638.
[14]BARLAZ M A,SCHAEFER D M,HAM R K.Bacterialpopu lation developm ent and chem ical characteristics ofrefuse decomposition in a simu lated san itary landfill[J].App lied and Environm entM icrob iology.1989,55(1):55-65.
[15]张振营,陈云敏.固体废弃物压缩特性及填埋场沉降模型[J].岩土工程学报,2005,27(1):116-120.
[16]GABR M A,VSLERO S N.Geotech in ical properties ofmun ic ipal solid waste[J].Geotechn ical Testing Journal,ASTM.1995,18(2):241-251.
[17]张振营,吴世明,陈云敏.城市生活垃圾土性参数的室内试验研究[J].岩土工程学报,2000,22(1):35-39.
[18]陈云敏,王立忠,胡亚元,等.城市固体垃圾填埋场边坡稳定分析[J].土木工程学报,2000,33(3):92-97.
[19]张季如,陈超敏.城市生活垃圾抗剪强度参数的测试与分析[J].岩石力学与工程学报,2003,22(1):110-114.
[20]刘荣,施建勇,彭功勋.垃圾土力学性质的室内试验研究[J].岩土力学,2005,26(1):108-112.
[21]陈云敏,柯瀚.城市固体废弃物的工程特性及填埋技术[A].第二届全国环境岩土工程与土工合成材料技术研讨会论文集[C].杭州:浙江大学出版社,2002:47-60.
[22]介玉新,旦增顿珠,魏弋峰.垃圾土的渗透特性试验[J].岩土工程技术,2005,19(6):307-310.
[23]周健,池毓蔚,Th Triantafyllids,等.垃圾土室内动力试验研究[J].岩土力学,1999,20(4):1-4.
[24]陈云敏,柯瀚,凌道盛.城市垃圾填埋体的动力特性及地震响应[J].土木工程学报,2002,35(3):66-72.
[2]Hongtao W ang,Yongfeng N ie.Mun ic ipal Solid W asterCharacteristics and M anagem ent in Ch ina[J].Journal ofthe A ir&W aste M anagem ent Assoc iation,2001,51:250-263.
[3]华振明.固体废物的处理与处置[M].北京:高等教育出版社,1998.
[4]钱学得,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.
[5]甄金环编译.生活垃圾特性分析指南[M].北京:中国环境科学出版社,1990.
[6]A fonso Celso Moruzzi M arques,George M F ilz,O renc ioMon je V ilar.Composite Compressib ility Model forMun ic ipal SolidW aste[J].Geotechn ical and Geoenviron-m ental Engineering,2003,129(4):372-378.
[7]钱学得,施建勇,郭志平,等.深圳市下坪固体废弃物填埋场防渗结构层及垃圾体力学性能研究报告[R].南京:河海大学岩土工程研究所,2001.
[8]ANTUNEA P,LEMOSL J L.Contribution for a solutionof the urban solid waste in central region[A].Environm ental Geodetics[C].Balkenm a:Rotterdam,1998:319-323.
[9]GOURE J P,Thom as,VUILLEM IN M.Proposal of aW aste Settlem ent Survey M ethodology[J].In:SecoeP into ed.Environm ental Geotechn ics.Balkem a:Rottedam,1998:195-200.
[10]刘荣,卢廷浩.垃圾土沉降的Logistic模型应用研究[J].工业建筑,2005,35(11):56-59.
[11]谢强,张永兴,张建华.陈垃圾土的压缩性试验研究[J].重庆建筑大学学报,2003,25(4):18-22.
[12]张振营,陈云敏.城市垃圾填埋场有机物降解沉降模型的研究[J].岩土力学,2004,25(2):238-241.
[13]BOOKER T J,ASCE A M,HAM R K.Stab ilization ofsolid waste in landfills[J].Journal of Environm entalEngineering D ivision ASCE,1982,108(EE4):629-638.
[14]BARLAZ M A,SCHAEFER D M,HAM R K.Bacterialpopu lation developm ent and chem ical characteristics ofrefuse decomposition in a simu lated san itary landfill[J].App lied and Environm entM icrob iology.1989,55(1):55-65.
[15]张振营,陈云敏.固体废弃物压缩特性及填埋场沉降模型[J].岩土工程学报,2005,27(1):116-120.
[16]GABR M A,VSLERO S N.Geotech in ical properties ofmun ic ipal solid waste[J].Geotechn ical Testing Journal,ASTM.1995,18(2):241-251.
[17]张振营,吴世明,陈云敏.城市生活垃圾土性参数的室内试验研究[J].岩土工程学报,2000,22(1):35-39.
[18]陈云敏,王立忠,胡亚元,等.城市固体垃圾填埋场边坡稳定分析[J].土木工程学报,2000,33(3):92-97.
[19]张季如,陈超敏.城市生活垃圾抗剪强度参数的测试与分析[J].岩石力学与工程学报,2003,22(1):110-114.
[20]刘荣,施建勇,彭功勋.垃圾土力学性质的室内试验研究[J].岩土力学,2005,26(1):108-112.
[21]陈云敏,柯瀚.城市固体废弃物的工程特性及填埋技术[A].第二届全国环境岩土工程与土工合成材料技术研讨会论文集[C].杭州:浙江大学出版社,2002:47-60.
[22]介玉新,旦增顿珠,魏弋峰.垃圾土的渗透特性试验[J].岩土工程技术,2005,19(6):307-310.
[23]周健,池毓蔚,Th Triantafyllids,等.垃圾土室内动力试验研究[J].岩土力学,1999,20(4):1-4.
[24]陈云敏,柯瀚,凌道盛.城市垃圾填埋体的动力特性及地震响应[J].土木工程学报,2002,35(3):66-72.
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