| 注册
首页|期刊导航|岩土工程学报|模块式加筋土挡墙震后健康状态识别研究

模块式加筋土挡墙震后健康状态识别研究

李思汉 蔡晓光 景立平 蔡博渊 黄鑫 徐洪路

岩土工程学报2023,Vol.45Issue(z2):116-121,6.
岩土工程学报2023,Vol.45Issue(z2):116-121,6.DOI:10.11779/CJGE2023S20013

模块式加筋土挡墙震后健康状态识别研究

Health status identification of modular-block-reinforced soil retaining walls after earthquakes

李思汉 1蔡晓光 2景立平 3蔡博渊 4黄鑫 1徐洪路5

作者信息

  • 1. 防灾科技学院地质工程学院,河北 廊坊 065201||河北省地震灾害防御与风险评价重点实验室,河北 廊坊 065201||廊坊市加筋土结构研发与应用重点实验室,河北 廊坊 065201
  • 2. 河北省地震灾害防御与风险评价重点实验室,河北 廊坊 065201||廊坊市加筋土结构研发与应用重点实验室,河北 廊坊 065201||中国地震灾害防御中心,北京 100029
  • 3. 防灾科技学院地质工程学院,河北 廊坊 065201||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
  • 4. 防灾科技学院地质工程学院,河北 廊坊 065201||廊坊市加筋土结构研发与应用重点实验室,河北 廊坊 065201
  • 5. 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
  • 折叠

摘要

Abstract

Distribution of dynamic characteristics(natural frequency and damping ratio)of large-scale shaking table model tests on a reinforced soil retaining wall(RSRW)under different working conditions is analyzed by using the time-domain identification method.The variation characteristics of dynamic characteristics at different positions of the RSRW are introduced,and the distribution laws of its dynamic characteristics under different damage degrees are expounded.The quantitative relationship between the amplitude of dynamic characteristics and the damage degree of the RSRW is explored.The results show that at the early stage of loading stage,the natural frequencies are basically the same,and the damping ratio decreases with the increase of wall height.At the later stage of loading,the natural frequency of the RSRW decreases obviously,and the damping ratio increases greatly.The distribution curves of the natural frequency and damping ratio are obtained by the mathematical methods.The variation amplitudes of the natural frequency and damping ratio are obtained for the following four stages:basic intact,slight damage,moderate damage and destruction.When the decrease amplitude of the natural frequency is 6.75%~16.43%and the increase amplitude of the damping ratio is 106.14%~243.09%,it can be considered that the RSRW is at the middle failure stage.When the decreasing amplitude of the natural vibration frequency is 16.43%~31.59%and the increasing amplitude of the damping ratio is 243.09%~462.04%,it can be considered that the RSRW is at the destruction stage.

关键词

振动台试验/模块式加筋土挡墙/时域识别方法/健康状态识别/动力特性

Key words

shaking table test/modular-block reinforced soil retaining wall/time domain identification method/health status identification/dynamic characteristic

分类

建筑与水利

引用本文复制引用

李思汉,蔡晓光,景立平,蔡博渊,黄鑫,徐洪路..模块式加筋土挡墙震后健康状态识别研究[J].岩土工程学报,2023,45(z2):116-121,6.

基金项目

河北省高等学校科学研究计划项目(BJK2024034) (BJK2024034)

廊坊市科学技术研究与发展计划项目(2023013205) (2023013205)

地震科技星火项目(XH23067YA) (XH23067YA)

江苏省地质工程环境智能监控工程研究中心开放基金项目(2023-ZNJKJJ-06) (2023-ZNJKJJ-06)

中央高校基本科研业务费专题项目(ZY20220208) (ZY20220208)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

访问量0
|
下载量0
段落导航相关论文