北京地区高层和大型公用建筑的地基基础问题
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摘要
建筑条件和环境的改变为高层建筑、超高层建筑和大型公用建筑地基基础的评价与设计带来了若干新的课题。以北京地区遇到的情况为例,讨论了在承载力、稳定性分析和沉降协调与控制等方面进行的一些探讨和取得的初步成果,也提出了一些需要进一步研究的问题。
Owing to the changes in building conditions and the environments, new problems on the evaluation and design of foundations for high-rise buildings, skyscrapers and large-scale public buildings are frequently encountered. Taking issues rose in Beijing area as examples, this paper discussed some primary achievements relating to analysis of bearing capacity and stability and controlling of uneven settlements. Important issues that need to be further concerned were also pointed out at the same time.
Owing to the changes in building conditions and the environments, new problems on the evaluation and design of foundations for high-rise buildings, skyscrapers and large-scale public buildings are frequently encountered. Taking issues rose in Beijing area as examples, this paper discussed some primary achievements relating to analysis of bearing capacity and stability and controlling of uneven settlements. Important issues that need to be further concerned were also pointed out at the same time.
引文
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[2]GB 18306-2001,中国地震动参数区划图[S].
[3]GB 50021-2001,建筑抗震设计规范[S].
[4]WinterkornH F, et al.Foundation engineering handbook[M].Van nostrand reinhold company,1975.
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[6]ChenW F.Limit analysis andSoilPlasticity[M].Amsterdam: elsvierPublishingCo,1995.
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[8]DeBeerE E.BearingCapacity andSettlement ofShallowFoundations onSand,BearingCapacity andSettlement ofFoundations,Proc. of theSymposium,DukeUniv.
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[10]VesicA S.BearingCapacity ofShallowFoundations,FoundationEngineeringHandbook[M].VanNostrandReinholdCompany,1975.
[11]DasB M.Principle ofFoundationEngineering[M].Brooks/ColeEngineeringDivision,1984.
[12]FredlundD G.Us ofComputers forSlopStabilityAnalysis,State-of–the art picture[A].IntSymposiumLandslides[C].India:Delhi,1990.
[13]张在明,陈雷.高层建筑地基整体稳定性与基础埋深的关系[J].工程勘察,1994,(5).
[14]张在明,周宏磊.关于后压浆桩桩端压力确定方法的研究[J].工程勘察,2001,(5).
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[16]张乃瑞,唐建华.沈滨.(2002)国家大剧院工程地基与基础共同作用分析,北京市勘察设计研究院工程咨询报告[Z].
[17]刘金砺,黄强,李华,高文生.竖向荷载下群桩变形性状及沉降计算[J].岩土工程学报,1995,17(6).
[18]张乃瑞,韩煊,于晓冬,唐建华.桩基工程差异沉降分析总报告[R].北京市勘察设计研究院研究报告,2002.
[19]唐建华,沈滨,于玮,李伟强,韩煊.国家体育场工程桩、土和基础共同作用分析)[Z].
[20]FredlundD G,RahardjoH.SoilMechanics forUnsaturatedSoils[M].NewYork:JohnWiley&Sons,1993.
[21]张在明,孙保卫,徐宏声.北京市区浅层地下水位动态规律研究[Z].北京市勘察设计院研究报告,2002.
[22]张在明,孙保卫.国家大剧院渗流分析咨询报告[R].北京市勘察设计研究院,2000.
[2]GB 18306-2001,中国地震动参数区划图[S].
[3]GB 50021-2001,建筑抗震设计规范[S].
[4]WinterkornH F, et al.Foundation engineering handbook[M].Van nostrand reinhold company,1975.
[5]张在明.地下水与建筑基础工程[M].北京:中国建筑工业出版社,2001.
[6]ChenW F.Limit analysis andSoilPlasticity[M].Amsterdam: elsvierPublishingCo,1995.
[7]VesicA S.Effects ofScale andCompressibility onBearingCapacity ofSurfaceFoundations[A].ProcSeventhIntConf onSMFEC.MexicoCity,1969.
[8]DeBeerE E.BearingCapacity andSettlement ofShallowFoundations onSand,BearingCapacity andSettlement ofFoundations,Proc. of theSymposium,DukeUniv.
[9]张在明,关于地基承载力问题的分析[J].工程勘察,1995,(2).
[10]VesicA S.BearingCapacity ofShallowFoundations,FoundationEngineeringHandbook[M].VanNostrandReinholdCompany,1975.
[11]DasB M.Principle ofFoundationEngineering[M].Brooks/ColeEngineeringDivision,1984.
[12]FredlundD G.Us ofComputers forSlopStabilityAnalysis,State-of–the art picture[A].IntSymposiumLandslides[C].India:Delhi,1990.
[13]张在明,陈雷.高层建筑地基整体稳定性与基础埋深的关系[J].工程勘察,1994,(5).
[14]张在明,周宏磊.关于后压浆桩桩端压力确定方法的研究[J].工程勘察,2001,(5).
[15]张国霞,张乃瑞,张凤林.病房楼工程基坑回弹和地基沉降的观测分析[J].土木工程学报,1980,(1).
[16]张乃瑞,唐建华.沈滨.(2002)国家大剧院工程地基与基础共同作用分析,北京市勘察设计研究院工程咨询报告[Z].
[17]刘金砺,黄强,李华,高文生.竖向荷载下群桩变形性状及沉降计算[J].岩土工程学报,1995,17(6).
[18]张乃瑞,韩煊,于晓冬,唐建华.桩基工程差异沉降分析总报告[R].北京市勘察设计研究院研究报告,2002.
[19]唐建华,沈滨,于玮,李伟强,韩煊.国家体育场工程桩、土和基础共同作用分析)[Z].
[20]FredlundD G,RahardjoH.SoilMechanics forUnsaturatedSoils[M].NewYork:JohnWiley&Sons,1993.
[21]张在明,孙保卫,徐宏声.北京市区浅层地下水位动态规律研究[Z].北京市勘察设计院研究报告,2002.
[22]张在明,孙保卫.国家大剧院渗流分析咨询报告[R].北京市勘察设计研究院,2000.
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