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瑞利波法在土石混填路基压实度检测中的应用 被引量:7

Application of Rayleigh Wave Method in Detection of Compactness of Subgrade Filled with Earth-Rock Mixture
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摘要 济邵高速公路采用强夯法处理泥岩和泥质砂岩填料的路基。文章针对强夯加固效果、施工质量进行研究,寻找对其进行快速检测评价的方法。通过大量的现场强夯试验,分别采用瑞利波、动力触探和固体体积率检测等手段进行检测,对比检测结果,瑞利波法作为该类软岩填筑路基的检测评价具有方便、快捷、准确和经济的特点。 Jiyuan-Saoyuan Expressway deals with mud rock and sandstone filled subgrade with dynamic consolidation. This paper studies the heavy tamping effect and construction quality to seek for a method for rapid detection and evaluation. Through a large amount of site consolidation test, it carries out detection separately with the measures of Rayleigh wave, dynamic penetration and solid volume fraction. Through contrast of the results, Rayleigh wave method is convenient, swift, precise and economic for detection and evaluation of soft rock filled subgrade.
出处 《路基工程》 2010年第2期103-105,共3页 Subgrade Engineering
关键词 强夯 泥岩 路基 瑞利波 压实度 heavy tamping mud rock subgrade Rayleigh wave compactness
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  • 1资建民,周红霞,李欢,张伟.高填方路堤沉降的有限元分析[J].华中科技大学学报(城市科学版),2004,21(4):13-15. 被引量:5
  • 2王树强.确定桩土应力比n值的探讨[J].西南交通大学学报,1993,28(3):40-45. 被引量:11
  • 3岳祖润,刘典岱,王锡朝.路堤沉降的离心模型试验[J].铁道学报,1996,18(1):96-100. 被引量:8
  • 4杨成林.瑞利波勘探[M].北京:地质出版社,1993..
  • 5Ganbin M P. Dynamic Compaction[Z]. Ground Engineering Reference Book. Cornwall: Robert Hartnoll Ltd., Bodmin,1987.
  • 6Menard L, Broise Y. Theoretical and practical aspests of dynamic consolidation[A]. Ground Treatment by Deep Compaction[C]. London: Telford Ltd., 1976, 3-18.
  • 7Jessberger H L, Beire R A. Heavy Tampings: Theoretical and practical aspects[A]. Proceeding. of 10th International Conference on Soil Mechanics and Foundation Engineering[C]. [s.l.]: [s.n], 1981, 695-699.
  • 8《工程地质手册》编写委员会.工程地质手册[M].北京:中国建筑工业出版社,1992..
  • 9水伟厚.[D].上海:同济大学,2003.
  • 10menard L,Boroise Y.Theoretical and practical aspects of dynamic consolidation[J].Geptechnique,1975,25(1).

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