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浅析基坑支护工程中土体抗剪强度的影响因素

Evaluation of Shear Strength Influence Factors in the Deep Excavation Support
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摘要 基坑支护虽是临时工程,但其贯穿基坑开挖及基础施工的整个过程,其安全与否不仅直接关系着基坑本身,还可能对周边临近的建筑物或管线等造成危害,甚至对人民生命财产安全构成威胁。因此,基坑支护工作不容小觑,而其首要工作是设计,所以,更要重视基坑支护设计。基坑支护设计中首要关注的是土体的抗剪强度,而影响土体抗剪强度的因素很多,结合具体工程实例,仅从地下水、冻融作用及土方开挖三个方面简单探讨其分别对土体抗剪强度的影响,同时,根据对具体实例的分析,简单总结了基坑支护设计中需注意的特殊情况及其应对措施,以期为今后相关的设计工作提供一定的参考建议。 Although the deep excavation support is a temporary project,the safety of the excavated area throughout the entire foundation excavation and construction is not only directly related to the excavation support itself,but also may result in the damage to adjacent buildings and/or utilities.Further,it might pose a threat to the loss of properties and even public and construction workers lives.Therefore,the importance of the deep excavation support design should be properly recognized by the designers as well as the owners.The shear strength is the most critical factor in the deep excavation support design.The three factors,such as,groundwater level,freeze-thaw effect and earth excavation sequence,that could impact the shear strength are evaluated in this paper based on a practical project.Typical issues that encountered in the foundation excavation and correspondent countermeasures are analyzed in the paper.
作者 高美玲 刘大鹏 GAO Meiling;LIU Dapeng(BGI Engineering Consultants Ltd.,Beijing 100038;North China Engineering Investigation Institute Co.Ltd.,Shijiazhuang 050021)
出处 《土工基础》 2019年第2期177-180,共4页 Soil Engineering and Foundation
关键词 基坑支护 抗剪强度 地下水 冻融作用 土方开挖 deep excavation support shear strength groundwater freeze-thaw effect earth excavation
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  • 1齐吉琳,张建明,朱元林.冻融作用对土结构性影响的土力学意义[J].岩石力学与工程学报,2003,22(z2):2690-2694. 被引量:153
  • 2沈珠江.广义吸力和非饱和土的统一变形理论[J].岩土工程学报,1996,18(2):1-9. 被引量:161
  • 3陈海明,班凤其,刘小伟.非饱和土抗剪强度指标c、Ф值与含水量ω的关系[J].合肥工业大学学报(自然科学版),2006,29(6):736-738. 被引量:41
  • 4陈肖柏,刘建坤,刘鸿绪,等.土的冻结作用和地基[M].北京:科学出版社,2006.
  • 5马世敏.冻土抗剪强度实验研究[C]//青藏冻土研究论文集.北京:科学出版社,1983:106-111.
  • 6[1]Edwin J Chamberlain,Anthony J Gow.Effect of freezing and thawing on the permeability and structure of soils[J].Engineering Geology,1979,13(4):73~92
  • 7[2]Konrad J.M.Physical processes during freeze-thaw cycles in clayey silts[J].Cold Regions Science and Technology,1989,16(3):291~303
  • 8[3]Yong R N,Boonsinsuk P.Alteration of soil behavior after cyclic freezing and thawing[A].In:Proc.of Fourth International Symposium on Ground Freezing[C].Sapporo:[s.n.],1985
  • 9Bishop A W,Blight G E.Some aspects of effective stress in saturated and partly saturated soils[J].Geotechnique,1963,13(3):177-197.
  • 10Fredlund D G,Rahardjo.非饱和土土力学[M].北京:中国建筑工业出版社,1997:256-278.

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