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基于隧道离心试验的柔性软接触土压计测试可靠性评价

刘远鹏 汤兆光 李雨润 王永志 朱耀庭 刘红帅

岩土工程学报2024,Vol.46Issue(z1):75-80,6.
岩土工程学报2024,Vol.46Issue(z1):75-80,6.DOI:10.11779/CJGE2024S10042

基于隧道离心试验的柔性软接触土压计测试可靠性评价

Reliability evaluation of flexibly soft contact earth pressure cell testing based on centrifugal tests on tunnels

刘远鹏 1汤兆光 1李雨润 2王永志 1朱耀庭 3刘红帅4

作者信息

  • 1. 中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江 哈尔滨 150080||地震灾害防治应急管理部重点实验室,黑龙江哈尔滨 150080
  • 2. 河北工业大学土木与交通学院,天津 300401
  • 3. 中交天津港湾工程研究院有限公司,天津 300222
  • 4. 河北大学岩土工程研究所,河北 保定 071002
  • 折叠

摘要

Abstract

A series of centrifugal model tests are conducted by selecting the linear error,average amplitude error and response rate as the indice.Based on the tunnel model,a new flexibly soft contact earth pressure cell ESP-II and two internationally representative traditional earth pressure sensors(PDA and EPL-D1)are compared and evaluated to verify the reliability of the newly developed earth pressure cell measurement.The main conclusions are as follows:(1)Under the static state,the linear errors of ESP-II,PDA and EPL-D1 are 19.36%,12.7%and 21.0%,respectively,and the average amplitude errors are 5.79%,48.2%and 22.6%,indicating that the ESP-II earth pressure cell has better static testing performance compared to the two international earth pressure cells.(2)Under the dynamic loads,the average response rates of ESP-II,PDA and EPL-D1 earth pressure cells are 67.1,51.5,and 65.8 Hz,respectively.The response rate of ESP-II is slightly higher than that of the other two types of earth pressure cells,indicating a good response frequency.The earth pressures measured by ESP-II and PDA under sequential seismic loads are different from those of EPL-D1,showing a consistent incremental pattern.However,there are certain differences in the numerical values,indicating that the soils have strong structural characteristics.(3)During the unloading process,the data measured by the three types of earth pressure cell show varying degrees of nonlinear changes.The time-history curves of earth pressures of PDA and EPL-D1 exhibit bending and jumping phenomena,while those of ESP-II maintain good data continuity,indicating to some extent that the soft contact design can achieve good contact between the earth pressure cells and the soils.

关键词

隧道/离心模型试验/软接触式/土压力计/测试可靠性

Key words

tunnel/centrifugal model test/soft contact type/earth pressure cell/test reliability

分类

土木建筑

引用本文复制引用

刘远鹏,汤兆光,李雨润,王永志,朱耀庭,刘红帅..基于隧道离心试验的柔性软接触土压计测试可靠性评价[J].岩土工程学报,2024,46(z1):75-80,6.

基金项目

中国地震局工程力学研究所基本科研业务费专项项目(2023B08) (2023B08)

黑龙江省自然科学基金项目(LH2023E019) (LH2023E019)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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