Determination of engineering geophysical parameters of grounds on building sites and for seismic microzonation (methodical and metrological components of technology)

IF 0.6 Q4 GEOCHEMISTRY & GEOPHYSICS
M. Bondarenko, V. Kulyk
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引用次数: 1

Abstract

To ensure the reliability and long-term usage of high housing buildings, important industrial, infrastructural and other objects, it is necessary to carry out engineering geological investigations of grounds (near-surface rocks) as the basis of these structures. To prevent the potential danger of destruction of the objects, it is also necessary to perform microseismic investigations of the near-surface geological environment and to agree the obtained results with the engineering geological parameters in the section of the test boreholes. Engineering geological parameters, determined by geophysical methods, are named engineering geophysical parameters. To solve the geophysical engineering problems, including seismic microzonation, at the Institute of Geophysics of the National Academy of Sciences of Ukraine a modern investigation technology has been created. The technology is based on apparatus and methodical complex of radioactive logging, which involves gamma-ray logging (GL), density logging (DL) and neutron logging (NL). This paper presents the results of developing adequate methodical and metrological assurance of the radioactive logging complex as a key technology element. Complexation of methods GL, DL and NL (taking into account a priori data) and the use of the proposed approaches allow determining a wide set of engineering geophysical parameters: density, porosity, volume moisture, groundwater level, the content of shale, the content of clay minerals, water saturation, dry ground density, etc. The features of obtaining parameters by the radioactive logging complex in the zone of aeration and the zone of saturation are shown, as well as taking into account the influence of the shaliness on the determined parameters. The effectiveness of the technology has been demonstrated by specific examples and confirmed by independent laboratory measurements.
建筑工地地面工程地球物理参数的测定和地震微区划(技术的系统和计量组成部分)
为了确保高层住宅、重要工业、基础设施和其他物体的可靠性和长期使用,有必要对地面(近地表岩石)进行工程地质调查,作为这些结构的基础。为了防止物体被破坏的潜在危险,还需要对近地表地质环境进行微震调查,并将获得的结果与测试钻孔剖面中的工程地质参数相一致。通过地球物理方法确定的工程地质参数称为工程地球物理参数。为了解决地球物理工程问题,包括地震微区划分,乌克兰国家科学院地球物理研究所创造了一种现代调查技术。该技术基于仪器和放射性测井的系统复合体,包括伽马射线测井(GL)、密度测井(DL)和中子测井(NL)。本文介绍了将放射性测井复合体作为一项关键技术要素进行充分的系统和计量保证的结果。GL、DL和NL方法的综合(考虑先验数据)和所提出方法的使用允许确定一系列广泛的工程地球物理参数:密度、孔隙度、体积湿度、地下水位、页岩含量、粘土矿物含量、含水饱和度、干地密度等。显示了放射性测井复合体在曝气区和饱和区获取参数的特点,并考虑了泥质对确定参数的影响。该技术的有效性已经通过具体的例子得到了证明,并通过独立的实验室测量得到了证实。
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来源期刊
Geofizicheskiy Zhurnal-Geophysical Journal
Geofizicheskiy Zhurnal-Geophysical Journal GEOCHEMISTRY & GEOPHYSICS-
自引率
60.00%
发文量
50
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