期刊文献+

土工试验中弯曲单元量测系统的开发

Development of bender element system in geotechnical testing
在线阅读 下载PDF
导出
摘要 弯曲单元量测系统是一种实验室内用于无损检测土样最大剪切模量的土工试验手段。在综合研究国外同类系统的基础上,对弯曲单元测量系统进行了一系列的改进,简化了其硬件组成,用带声卡的电脑实现了示波器和信号发生器的相关功能;同时开发了配套的软件系统,使土工试验中可以进行实时检测和信号处理。该系统成本低廉、界面友好、操作方便,已经被安装到清华大学动三轴试验系统上,并且在天津新港软粘土动三轴试验中得到应用。 The bender element system has been developed to characterize the maximum shearing modulus of soil mass, which provides a reliable and non- destructive method. Based on the review of the similar testing system, a series of improvement has been made to simplify the hardware, using the computer equipped with sound card to replace the oscillograph and signal generator; the software is developed to control the system and process the data in real time. The system is cost-effective with friendly interface, and has been installed in the dynamic tri-axial testing apparatus for application in the tests for Tianjin marine clay.
出处 《实验技术与管理》 CAS 2007年第2期56-60,共5页 Experimental Technology and Management
基金 国家自然科学基金项目(50379032)
关键词 土工试验 弯曲单元量测系统 压电传感器 最大剪切模量 LABVIEW geotechnical testing bender element system piezoelectric sensor maximum shearing modulus Lab- VIEW sound card
  • 相关文献

参考文献6

  • 1[美]J Michael Jucob.功率电子学-原理与应用[M].蒋晓颖译.北京:清华大学出版社,2005.
  • 2邓炎,王磊,等..Labview7.1测试技术与仪器应用[M]..机械工业出版社,,2004....
  • 3[美]赛尔吉欧·佛朗哥.基于运算放大器和模拟集成电路的电路设计[M].刘树棠,朱茂林,等译.西安:西安交通大学出版社,2004.
  • 4Lee Jong-Sub,Santamarina J Carlos.Bender elements:performance and signal interpretation[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2005,131(9):1063-1070.
  • 5姬美秀,陈云敏,黄博.弯曲元试验高精度测试土样剪切波速方法[J].岩土工程学报,2003,25(6):732-736. 被引量:51
  • 6曾向武,胡黎明.压电陶瓷传感器在岩土工程中的应用[J].岩土工程学报,2006,28(8):983-988. 被引量:4

二级参考文献16

  • 1ZENG X, HASELTON J. Measuring stiffness of gravelly soil used in pavement foundation[C]//Proceedings of 16th ASCE Engineering Mechanics Conference, 2003, 7:16 - 18.
  • 2FU L, ZENG X, FIGUEROA L. Shear wave velocity measurement in centrifuge using bender elements[J].International Journal of Physical Modelling in Geotechnics,2004.
  • 3DRNEVICH V P. Recent developments in resonant column testing[C]//Proceedings of Richart Commemorative Lectures,An Arbor, MI, American Society of Civil Engineers, 1985, 79- 107.
  • 4HARDIN B O, RICHART F E, Jr. Elastic wave velocities in granular soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1936, 89(SM1): 33 - 65.
  • 5HARDIN B O, DRNEVICH V P. Shear modulus and damping in soils: design equations and curves[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1972,98(SM7): 667 - 692.
  • 6STURE S, COSTES N C, BATISTE S N, et al. Mechanics of granular materials at low effective stresses[J]. ASCE Journal of Aerospace Engineering, 1998, 11(3):67 - 72.
  • 7DYVIK R, MADSHUS C. Lab measurements of Gmax using bender elements, advances in the art of testing soils under cyclic conditions[C]// ASCE Conference, Detroit, MI, Geotechnical Engineering Division, New York, 1985, 186 - 196.
  • 8THOMANN T G, R D HRYCIW R D. Laboratory measurement of small strain shear modulus under Koconditions[J]. Geotechnical Testing Journal, ASTM, 1990, 13(2): 97 - 105.
  • 9JOVICIC V, COOP M R, SIMIC M. Objective criteria for determining Gmax from bender blement tests[J]. Geotechnique, 1996, 46(2): 357 - 362.
  • 10JOVICIC V, COOP M R. The measurement of stiffness of clays with bender element tests in the triaxial apparatus[J]. Geotechnical Testing Journal, ASTM, 1998, 21(1): 3 - 10.

共引文献70

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部