谷洪彪, 张璜, 谷健芬, 张艳, 迟宝明. 2017: 静水条件下振动对测压水位影响实验. 地震学报, 39(3): 407-419. DOI: 10.11939/jass.2017.03.010
引用本文: 谷洪彪, 张璜, 谷健芬, 张艳, 迟宝明. 2017: 静水条件下振动对测压水位影响实验. 地震学报, 39(3): 407-419. DOI: 10.11939/jass.2017.03.010
Gu Hongbiao, Zhang Huang, Gu Jianfen, Zhang Yan, Chi Baoming. 2017: Experiments on response of piezometric level to vibrations under hydrostatic condition. Acta Seismologica Sinica, 39(3): 407-419. DOI: 10.11939/jass.2017.03.010
Citation: Gu Hongbiao, Zhang Huang, Gu Jianfen, Zhang Yan, Chi Baoming. 2017: Experiments on response of piezometric level to vibrations under hydrostatic condition. Acta Seismologica Sinica, 39(3): 407-419. DOI: 10.11939/jass.2017.03.010

静水条件下振动对测压水位影响实验

Experiments on response of piezometric level to vibrations under hydrostatic condition

  • 摘要: 将自行设计的井-承压含水层渗流系统置于地震模拟振动台之上,探究静水条件下测压水位的同震响应特征.该实验含12组工况,加载频率fin分别为0.5,1,2,5,10,15 Hz和加速度ain分别为1.5,2.5 m/s2的正弦波.研究结果表明:测压水位呈现阶升、阶升—振荡、振荡和阶降—振荡等4种响应变化形态,与天然地震同震响应井水位变化形态具有一定的相似性;12组工况中, 测压水位和孔隙水压力在加载低频(fin=1,2 Hz)工况时均呈下降变化,中高频(fin=5,10 Hz)时为上升变化,高频(fin=15 Hz)时为振荡变化,且加速度峰值也会影响二者的变化形态;测压水位和孔隙水压力的变幅均随输入频率的增大呈先增大后减小的变化规律,其最大变幅分别出现在ain=1.5 m/s2, fin=10 Hz和ain=2.5 m/s2, fin=5 Hz两种工况中.

     

    Abstract: This paper explores the response of water-level on the vibrations under hydrostatic condition by carrying on the experiments that put self-designed well-confined aquifer seepage system on the earthquake simulation shaking table. The experiment includes 12 groups of sine vibrations whose frequencies fin in turns are 0.5, 1, 2, 5, 10, 15 Hz and accelerations ain are 1.5, 2.5 m/s2, respectively. The results indicate: piezometric level presents four kinds of response patterns, that is, ascending, ascending-oscillating, oscillating and descending-oscillating, which are similar with water level variation patterns resulted from earthquakes; among the twelve groups of vibrations, the water level in observation well and pore water pressure were likely to decrease at low frequency (fin=1, 2 Hz), and increase at mid-high frequency (fin=5, 10 Hz), oscillate at high frequency (fin=15 Hz), and the acceleration peak also affects their variation patterns; their variation amplitudes increase first, and then decrease with the increase of input frequency. The maximum amplitude variation respectively appears at the two vibration conditions of ain=1.5 m/s2, fin=10 Hz and ain=2.5 m/s2, fin=5 Hz.

     

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