长江科学院院报 ›› 2020, Vol. 37 ›› Issue (1): 108-112.DOI: 10.11988/ckyyb.20180860

• 岩土工程 • 上一篇    下一篇

边界约束对弯曲-伸展元三轴波速试验的影响

黄林1,2, 王勇2, 李剑2,3, 何维2,3, 李显琴4   

  1. 1.桂林理工大学 土木与建筑工程学院,桂林 541004;
    2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉 430071;
    3.安徽理工大学 土木与建筑工程学院,淮南 232001;
    4.西华大学 土木建筑与环境学院,成都 610039
  • 收稿日期:2018-08-10 出版日期:2020-01-01 发布日期:2020-01-21
  • 通讯作者: 王 勇(1977-),男,河南周口人,副研究员,博士,主要从事特殊土土力学与灾害防治研究。E-mail: wang831yong@163.com
  • 作者简介:黄 林(1992-),男,四川乐山人,硕士研究生,主要从事海洋含气沉积物的声衰减特性研究。E-mail: huanglin206@163.com
  • 基金资助:
    国家自然科学基金项目(51579237,51779017)

Effect of Boundary Constraints on Measurement of Wave Velocities of Triaxial Specimens Using Bender-extender Element

HUANG Lin1,2, WANG Yong2, LI Jian2,3, HE Wei2,3, LI Xian-qin4   

  1. 1.College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China;
    2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics,Chinese Academy of Sciences, Wuhan 430071, China;
    3.School of Civil Engineering and Architecture,Anhui University of Science and Technology, Huainan 232001, China;
    4.Institute of Civil EngineeringandEnvironment, Xihua University, Chengdu 610039, China
  • Received:2018-08-10 Online:2020-01-01 Published:2020-01-21

摘要: 利用弯曲-伸展元开展干砂小应变剪切波试验和除气水压缩波试验,研究了三轴试样的不同约束边界对弯曲-伸展元量测剪切波速和压缩波速的影响,并对波速试验结果进行分析。研究结果表明:以干砂为试验对象的剪切波速试验结果介于砂土中剪切波速与边界材料的剪切波速之间,受到约束边界的材质、长度和壁厚的显著影响;而以除气水为试验对象的压缩波速试验结果受样品约束边界的影响较小。在不同约束材质下,剪切波在干砂中的传播速度与约束材料的刚度有关,材料的刚度越小对干砂剪切波速测试结果影响越小。弯曲-伸展元激发频率的相关性与边界约束无关,只与测试材料有关。研究成果有助于获取准确的弯曲-伸展元波速试验结果。

关键词: 干砂, 弯曲-伸展元, 边界约束, 剪切波, 压缩波

Abstract: Bender-extender element test is performed to measure shear wave velocity of dry sand and compression wave velocity of deaerated water. Effects of different boundary constraints on the measurement result of shear wave velocity and compression wave velocity by bender-extender element test are investigated, and the causes of the results are explained. Test results of shear wave velocity are between the shear wave velocity of dry sand and the shear wave velocity of material of boundary constraints. The results of shear wave velocity are indeed affected by the material of constraints, length of constraints and thickness of constraints; but the results of compression wave velocity are less affected by boundary constraints. In tests with different materials of constraints, the results of shear wave velocity are related to the stiffness of the material of constraints. The smaller stiffness of the material, the smaller impact on the test results of shear wave velocity. The correlation of excitation frequency is independent of the boundary constraints and is only relevant to the soil. This study is conducive to obtain accurate test results of bender-extender element.

Key words: dry sand, bender-extender element, boundary constraint, shear wave, compression wave

中图分类号: