Solution of problem on SIP (Shear-induced Polarization) in fault gouges and the development to the field observations.
Solution of problem on SIP (Shear-induced Polarization) in fault gouges and the development to the field observations.
批准号:
15310132
负责人:
NAKAGAWA Koichi
金额:
$9.22万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2003
资助国家:
日本
项目状态:
已结题
起止时间:
2003 至 2005
中文摘要
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英文摘要
An experimental study on the electrical potential induced in fault gouge materials accompanying with their shear deformation have been carried out. Some electrical polarizations could be observed in common saturated fine aggregates, such as clay during the shear deformation test in laboratory. This phenomenon is called SIP (Shear-induced Polarization). This phenomenon of SIP can be interpreted in terms of physicochemical interaction between fine particle and interstitial water with electrolyte. However, the SIP was not detected in the remolded clay for handicraft-use which treated with some non-dipole oil.The plane shear strain test was performed to clarify the relation of the polarity of induced potential with deformation and the sense of strain. Sign of electric charge generated on the plane of maximum strain axis (tensional) was plus, that on the plane of minimum strain axis was minus and that on the plane of intermediate strain axis was neutral. This characteristic property was confirmed in gouge sample by the other kind of deformation test.We observed SIP at sites of landslide by measurement of the spontaneous potential. The sites locate at large scale of landslide areas of Busuno landslide area in Jouetsu City, Niigata Prefecture, Northeast Japan and Nuta Yone landslide area in Nagaoka, Kochi Prefecture, Shikoku, Japan. The spontaneous potential changes with increasing the displacement of landslide. The large discontinuity of the electric potential distribution was observed at the boundary of landslide blocks. The senses of electric potential observed at landslide fields coincided with those senses obtained from the model experiments in the laboratory.
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Integration of a nine-kilometer long seismic section from several seismic profiles along the Yamato River, Osaka, Japan,
日本大阪大和河沿岸多个地震剖面的九公里长地震剖面的整合,
DOI:
--
发表时间:
2004
期刊:
Jour. Geosci., Osaka City University 47
影响因子:
--
作者:
[NakagawaK., RashedM., SugiyamaY.]
通讯作者:
SugiyamaY.
Acquisition, processing and interpretation of shallow seismic reflection profile across Uemachi Fault, along Yamato River, Osaka. Japan,
大阪大和河沿岸上町断层浅层地震反射剖面的采集、处理和解释。
DOI:
--
发表时间:
2003
期刊:
Jour. Geosci., Osaka City University, 46
影响因子:
--
作者:
[Rashed, M., et al.]
通讯作者:
et al.
中川 康一: "近畿地方の地質と地質構造"基礎工. 32・2. 2-5 (2004)
中川浩一:“近畿地区的地质和地质结构”基础工程32・2(2004)。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
Validity of the Revised Questionnaire Seismic Intensity Method for the 2003 Tokachi-oki Interplate Earthquake
2003 年十胜大木板间地震修订问卷地震烈度法的有效性
DOI:
--
发表时间:
2005
期刊:
Journal of Osaka City University 48(in press)
影响因子:
--
作者:
[Fukuzumi T., Nemoto H., Nakagaewa K.]
通讯作者:
Nakagaewa K.
近畿地方の地質と地質構造
近畿地区的地质和地质构造
DOI:
--
发表时间:
2004
期刊:
基礎工 32(3)
影响因子:
--
作者:
[Fukuzumi T., Nemoto H., Nakagaewa K., 中川康一]
通讯作者:
中川康一
共 30 条
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依托单位:
海外基金