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Impact of Soil Type Used in Tunneling on Land Subsidence and Mobility Effective Time under Different Earthquake Records 被引量:1

Impact of Soil Type Used in Tunneling on Land Subsidence and Mobility Effective Time under Different Earthquake Records
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摘要 During recent decades, tunnels construction in urban environments has been recognized as a useful factor in improving transportation situation in cities. Construction of underground structures like tunnels has a direct impact on the above-ground structures. The most important impacts are soil crust movement of the structure movement), acceleration change of the earthquake on structures, and land subsidence. The present research aims at seismic evaluation of the effect of soil type in land subsidence and effective mobility time in tunneling projects. For this purpose, two different soil types are chosen to model and assess factors using numerical methods. The outcome of this research concludes that tunneling changes in the dominant frequency record if these changes reach to the extent that structure frequency equals to record frequency, resonance phenomenon happens. During recent decades, tunnels construction in urban environments has been recognized as a useful factor in improving transportation situation in cities. Construction of underground structures like tunnels has a direct impact on the above-ground structures. The most important impacts are soil crust movement of the structure movement), acceleration change of the earthquake on structures, and land subsidence. The present research aims at seismic evaluation of the effect of soil type in land subsidence and effective mobility time in tunneling projects. For this purpose, two different soil types are chosen to model and assess factors using numerical methods. The outcome of this research concludes that tunneling changes in the dominant frequency record if these changes reach to the extent that structure frequency equals to record frequency, resonance phenomenon happens.
作者 Arash Rostami Alireza Firoozfar Behnam Adhami Nima Asghari Arash Rostami;Alireza Firoozfar;Behnam Adhami;Nima Asghari(Department of Civil Engineering, Islamic Azad University Central Tehran Branch, Tehran, Iran;Department of Civil Engineering, University of Zanjan, Zanjan, Iran;Department of Civil Engineering, Noshirvani University of Technology, Babol, Iran)
出处 《Open Journal of Geology》 2016年第11期1469-1480,共13页 地质学期刊(英文)
关键词 Soil Type Dominant Frequency Movement Duration Soil Subsidence Soil Type Dominant Frequency Movement Duration Soil Subsidence
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