Bedrock structure related to active faults in Lijiang basin, Yunnan, China, and its seismic microzoning
Bedrock structure related to active faults in Lijiang basin, Yunnan, China, and its seismic microzoning
批准号:
14404020
负责人:
AKAMATSU Junpei
金额:
$5.38万
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:
2002
资助国家:
日本
项目状态:
已结题
起止时间:
2002 至 2004
中文摘要
1996年丽江7.0级地震给丽江盆地带来了严重的破坏。其发震断层虽然被认为是位于沿着盆地西缘的雪山断裂,但破坏最严重的地段位于距盆地边缘1.5 ~ 2km处,而在盆地南部穿越盆地的丽江-剑川断裂带的沿着附近,破坏程度有明显变化。作为小区划问题,进行了重力测量和地质研究,以揭示与活动断裂相关的基岩结构。建立了丽江盆地、邻近的拉什盆地和南部的鹤庆盆地的三维重力基底模型。每个盆地到基岩的深度超过2km。对卫星图像进行了分析,以绘制在现场检查的活动断层。GPS观测是为了监测与断层有关的地壳运动。根据区域构造控制下的拉分构造,探讨了北方盆地的构造特征及其成因。破坏的异常分布应归因于与断层相关的基岩配置与陡峭的起伏(盆地边缘效应和/或聚焦效应),并在沉积物中的断裂带的地质条件。
英文摘要
The 1996 Lijiang Earthquake of M7.0 brought serious damage to the Lijiang basin. Although its seismogenic fault is considered to be the Xueshan fault lying along the western edge of the basin, the most severely damaged zone was located 1.5-2 km far from the basin edge, and there was a remarkable change in degree of damage near along the Lijiang-Jianchuan fault zone, which crosses the basin in the southern part. As an issue of microzoning, gravity survey and geologic study were conducted to reveal the bedrock structure associated active faults. 3D gravity basement was modeled for Lijiang basin, adjacent Lashi basin, and Heqing basin ranging south. The depth to bedrock reaches more than 2km for each basin. Satelite images were analyzed to map active faults which were checked in the field. GPS observation was carried out to monitor the crustal movement associated the faults. The basins structure and its genesis were discussed on the basis of pull-apart structure controlled by the regional tectonics in northern Yunnan. The anomalous distribution of damage should be attributed to the fault-related bedrock configuration with steep relief (basin-edge effect and/or focusing effect), and to the geological condition of fault zone in the sediments.
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中国雲南省麗江盆地の地形,地質,基盤構造と盆地形成メカニズムについて
云南丽江盆地地形、地质、基底结构及盆地形成机制
DOI:
--
发表时间:
2005
期刊:
京都大学防災研究所年報 48-B(印刷中)
影响因子:
--
作者:
[矢野孝雄]
通讯作者:
矢野孝雄
Bedrock structure in Adapazari, Turkey … A possible cause of severe damage by the 1999 Kocaeli Earthquake …
土耳其阿达帕扎里的基岩结构……1999 年科贾埃利地震造成严重破坏的可能原因……
DOI:
--
发表时间:
2002
期刊:
Soil Dynamics and Earthquake Engineering 22
影响因子:
--
作者:
[宮下貴位, 早川典生, 陸 旻皎, 熊倉俊郎, Masao KOMAZAWA]
通讯作者:
Masao KOMAZAWA
K.Nishimura: "Bedrock structure in Adapazari, Turkey --- A possible cause of severe damage by the 1999 Kocaeli Earthquake --"Soil Dynamics and Earthquake Engineering. 22. 829-836 (2002)
K.Nishimura:“土耳其阿达帕扎里的基岩结构——1999 年科贾埃利地震造成严重破坏的可能原因——”土壤动力学和地震工程。
DOI:
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发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
盛川 仁: "余震、微動、重力を用いた弓ヶ浜半島における2次元基盤構造の推定"地震II. 55-1. 61-73 (2002)
Hitoshi Morikawa:“利用余震、震动和重力估算弓滨半岛的二维基底结构”,地震 II 55-1(2002 年)。
DOI:
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发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
駒澤正夫: "重力と脈動から見た京都盆地の基盤構造"物理探査学会第108回(春季)学術講演会論文集. (印刷中). (2003)
Masao Komazawa:“从重力和脉动看京都盆地的基本结构”物理勘探学会第 108 届(春季)学术会议论文集(2003 年)。
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作者:
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共 26 条
Study on effective methods of combined analysis of microseisms and gravity data to reveal bedrock structure
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批准号:11480100
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$3.84万
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财政年份:1999
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负责人:AKAMATSU Junpei
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依托单位: