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A Discussion on Dynamic Characteristics of Undisturbed Loess by Dynamic Triaxial Test

Zhang Lirong Shi Yucheng Qiu Gongrong Liu Kun

中国地震研究:英文版2011,Vol.25Issue(3):352-357,6.
中国地震研究:英文版2011,Vol.25Issue(3):352-357,6.

A Discussion on Dynamic Characteristics of Undisturbed Loess by Dynamic Triaxial Test

A Discussion on Dynamic Characteristics of Undisturbed Loess by Dynamic Triaxial Test

Zhang Lirong 1Shi Yucheng 1Qiu Gongrong 2Liu Kun1

作者信息

  • 1. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China
  • 2. Baoye Construction Group, Hangzhou 312025, China
  • 折叠

摘要

Abstract

Based on the dynamic triaxial test system and using the fitted wave of the Wenchuan earthquake and 1 Hz constant amplitude sinusoid, the paper compares the results of tests on undisturbed loess samples under different loads and vibration modes but under same saturated conditions. Results of the comparative experiment show : The stress-strain curves have a similar trend under random seismic loading and constant amplitude sinusoidal loading, but the random seismic loading is more sensitive to failure strength of the undisturbed loess samples under the same stress.

关键词

三轴试验系统/原状黄土/动态特性/随机地震荷载/振动模式/比较试验/应变曲线/正弦波

Key words

Dynamic triaxial test/Wenchuan earthquake random wave/Constantamplitude sinusoid/Dynamic stress-strain curve

分类

建筑与水利

引用本文复制引用

Zhang Lirong,Shi Yucheng,Qiu Gongrong,Liu Kun..A Discussion on Dynamic Characteristics of Undisturbed Loess by Dynamic Triaxial Test[J].中国地震研究:英文版,2011,25(3):352-357,6.

基金项目

This project was sponsored by the Earthquake Professional Special Program of China Earthquake Administration (2008419031). ()

中国地震研究:英文版

2096-9996

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