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液化场地地基处理方案的选择与评价

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摘要 简述了地震液化的机理和判别方法,介绍了几种常见的抗液化措施。结合太原市晋源区某液化场地,提出了格栅式水泥土搅拌桩处理液化地基的方案,并进行了工后分析评价。
作者 杨晓杰
出处 《建材与装饰》 2019年第17期224-225,共2页 Construction Materials & Decoration
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  • 1孔德森,李纯洁,凌贤长,门燕青.液化场地群桩–土–结构地震相互作用振动台试验研究[J].岩土工程学报,2011,33(S2):143-149. 被引量:18
  • 2GB50011-2010,建筑抗震设计规范[S].
  • 3MITCHELL J K, WENTZ F J. Performance of improved ground during the Loma Prieta Earthquake[R]. [S. 1.]: University of California, 1991.
  • 4SEED H B, IDRISS I M, ARANGO I. Evaluation of liquefaction potential using field performance data. Journal of Geoteehnieal Engineering, 1983, t09(3): 458 --482.
  • 5BENNETT M J. Sand boils and settlement on Treasure Island after the earthquake[J]. U.S. Geological Survey Professional Paper, 1998, 1551(B), 121--129.
  • 6IAI S, MATSUNAGA Y, MORITA T, et al. Effects of remedial measures against liquefaction at 1993 Kushiro-Oki Earthquake[R]//Technical Report NCEER. US National Center for Earthquake Engineering Research. [S. 1.]: [s. n.], 1994, 94: 135--152.
  • 7HAUSLER E A, SITAR N, Performance of soil improvement techniques in earthquakes[C]//Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. IS. 1.]: [s. n.], 2001: 10--15.
  • 8HAUSLER E A, SITAR N, Performance of soil improvement techniques in earthquakes[DB/OL]. http://nisee.berkeley.edu/archives/hausler/casehistories.ht ml, 2001-01-10.
  • 9HAMADA M, WAKAMATSU K. Effects of liquefaction-induced large ground displacement on earthquake resistance of foundations during the Hyogoken-Nambu Earthquake[C]//Proceedings of the Workshop on Earthquake Engineering Frontiers in Transportation Facilites, NCEER-97-0005. [S. 1.]: [s. n.], 1997: 123--236.
  • 10O'ROURKE T D. GO S H. Reduction of liquefaction hazards by deep soil mixing[C]//Proceedings of the Workshop on Earthquake Engineering Frontiers in Transportation Facilites, NCEER-97-0005. [S. 1.]: Is. n.], 1997: 87-- 103.

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