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作 者:李井冈[1,2] 姚运生[2] 张丽芬[1,2] 廖武林[2] 王秋良[2] LI Jing-gang YAO Yun-sheng ZHANG Li-fen LIAO Wu-lin WANG Qiu-liang(Institute of Geophysics ,China Earthquake Administration ,Beijing 100081 ,China Key Laboratory o J Earthquake Geodesy, Institute of Seismology, CEA , Wuhan 430071, Hubei ,China)
机构地区:[1]中国地震局地球物理研究所,北京100081 [2]中国地震局地震研究所(地震大地测量重点实验室),湖北武汉430071
出 处:《地震工程学报》2017年第2期376-380,共5页China Earthquake Engineering Journal
基 金:中国地震局地震研究所所发展基金项目(IS201216023)
摘 要:利用微动进行勘探无需振动源,方便快捷、对环境没有干扰,是一种很有发展前景的勘探方法。针对微动探测数据处理的需求,开发研制了一套可视化微动探测处理分析软件系统MSMSPAC。该软件采用C~#语言开发,主要功能包括台阵设计、台阵方位角分布分析、数据格式转换、微动有效数据段挑选、数据滤波、重采样、参数计算及频散曲线提取、编辑、合并、项目管理等功能。软件系统界面友好,操作简便。Microtremor, also known as of the earth. Its amplitudes range from range from about a few seconds to tens microseism and ambient noise, refers to the tiny vibration about a few to a few hundred microns, and its frequencies of Hz. Generally, microseisms refer to the low frequency waves produced by wind and ocean waves, whereas microtremors refer to high frequency waves created by mechanical vibration excitation, the boundary of which is about 1 Hz. The micro- tremor wave field is a complex time varying field, and its main ingredient is the fundamental mode of the surface wave, a small amount of body wave, and high order surface wave. Funda mental mode Rayleigh waves dominates the vertical component, whereas I.ove waves dominate the horizontal component. Shear wave velocity structure is an important index for site condition and is considered an engineering site classification. Convenient and economic field near-surface ve- locity structure exploration methods have been the focus of research in the field of engineering seismic exploration. In the seismic active fault evaluation of near fault strong ground motion, a 3D underground structure model must first be established. Artificial or natural seismic explora- tion methods cannot meet the requirements, and some sites are also limited by existing buildings,deployment difficulties, and low resolution for the surface velocity structure. Meanwhile, blas- ting as a means of seismic exploration in urban areas have received increasingly less public accept- ance. The drilling method is the most direct method to determine the soil ground velocity struc- ture and soil dynamics parameters, but the high cost and limited drilling depth restrict its large- scale use. Compared with the above method, the Rayleigh surface wave method is economical, simple, and convenient; it has unique advantages in solving the abovementioned problem. Based on the generation of the Rayleigh wave signal as well as the collection and analysis methods, the surface wave method can be classified into two
分 类 号:P631.4[天文地球—地质矿产勘探]
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