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温州市某建筑场地地基承载力测试方法研究 被引量:1

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摘要 本工程原区域主要用于水产养殖,地坪平均标高1.78 m左右(85国家高程,下同),吹填后的标高为4.60 m,吹填平均厚度为2.82 m。文章以建筑场地地基承载力测试技术为例,分析了不同测试手段的测试成果及相关关系,相关结论具有一定借鉴意义。
出处 《企业技术开发(下半月)》 2011年第6期129-130,共2页
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  • 1徐光明,章为民.离心模型中的粒径效应和边界效应研究[J].岩土工程学报,1996,18(3):80-86. 被引量:151
  • 2杨俊杰,柳飞,丰泽康男,堀井宣幸,伊藤和也.砂土地基承载力离心模型试验中的粒径效应研究[J].岩土工程学报,2007,29(4):477-483. 被引量:27
  • 3Leshchisky D, Marcozzi G F. Bearing capacity of shallow foundation: rigid versus flexible models [J].Journal of Geotechnical Engineering, ASCE, 1990,166 (11).
  • 4Criag W H. Simulation of Foundations for Offshore Structures Using Centrifuge Modelling[A] In: Anon Developments in Soil Mechanics and Foundation Engineering Model Studies [C]. London: Applied Science Publishers LTD, 1983.
  • 5Ovesen N K. The Use of Physical Models in Design [A ] . In: Anon The Scaling Law Relationships, Proceedings of 7th European Conference on Soil Mechanics and Foundation Engineering [C]. 1979.
  • 6Y N Malushitsky . The Centrifugal Model Testing of Waste-Heap Embankments [M ]. London: Cambridge University Press, 1975.
  • 7J G Santamarina, D J Goodings. Centrifuge Modelingl: A Study of Similarity[J]. Geotechnical Testing Journal, 1989, 12 (2).
  • 8R N Taylor. GeotechnicaI Centrifuge Technology [M]. BIackie Academic and Professional (lst ed) 1995.
  • 9LESHCHISKY D, MARCOZZI G F. Bearing capacity of shallow foundation: rigid versus flexible models[J]. Journal of Geotechnical Engineering, ASCE, 1990, 166(11): 1750 - 1756.
  • 10CRIAG W H. Simulation of foundations for offshore structures using centrifuge modeling[M]// Developments in Soil Mechanics and Foundation Engineering--Model Studies. London: Applied Science Publishers Ltd, 1983:1 - 27.

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