Estimation of 1-D velocity models beneath strong-motion observation sites in the Kathmandu Valley using strong-motion records from moderate-sized earthquakes

被引:21
作者
Bijukchhen, Subeg M. [1 ]
Takai, Nobuo [2 ]
Shigefuji, Michiko [3 ]
Ichiyanagi, Masayoshi [4 ]
Sasatani, Tsutomu [5 ]
Sugimura, Yokito [6 ]
机构
[1] Hokkaido Univ, Grad Sch Engn, Sapporo, Hokkaido, Japan
[2] Hokkaido Univ, Fac Engn, Sapporo, Hokkaido, Japan
[3] Kyushu Univ, Fac Human Environm Studies, Fukuoka, Japan
[4] Hokkaido Univ, Inst Seismol & Volcanol, Sapporo, Hokkaido, Japan
[5] Ainosato 1-4-19-12,Kita Ku, Sapporo, Hokkaido, Japan
[6] Japan Water Agcy, Saitama, Japan
来源
EARTH PLANETS AND SPACE | 2017年 / 69卷
关键词
1-D simulation; Velocity model; Propagator matrix; Diffused field theory; Kathmandu Valley; VERTICAL SPECTRAL RATIOS; BASIN;
D O I
10.1186/s40623-017-0685-4
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The Himalayan collision zone experiences many seismic activities with large earthquakes occurring at certain time intervals. The damming of the proto-Bagmati River as a result of rapid mountain-building processes created a lake in the Kathmandu Valley that eventually dried out, leaving thick unconsolidated lacustrine deposits. Previous studies have shown that the sediments are similar to 600 m thick in the center. A location in a seismically active region, and the possible amplification of seismic waves due to thick sediments, have made Kathmandu Valley seismically vulnerable. It has suffered devastation due to earthquakes several times in the past. The development of the Kathmandu Valley into the largest urban agglomerate in Nepal has exposed a large population to seismic hazards. This vulnerability was apparent during the Gorkha Earthquake (Mw7.8) on April 25, 2015, when the main shock and ensuing aftershocks claimed more than 1700 lives and nearly 13% of buildings inside the valley were completely damaged. Preparing safe and up-to-date building codes to reduce seismic risk requires a thorough study of ground motion amplification. Characterizing subsurface velocity structure is a step toward achieving that goal. We used the records from an array of strong-motion accelerometers installed by Hokkaido University and Tribhuvan University to construct 1-D velocity models of station sites by forward modeling of low-frequency S-waves. Filtered records (0.1-0.5 Hz) from one of the accelerometers installed at a rock site during a moderate-sized (mb4.9) earthquake on August 30, 2013, and three moderate-sized (Mw5.1, Mw5.1, and Mw5.5) aftershocks of the 2015 Gorkha Earthquake were used as input motion for modeling of low-frequency S-waves. We consulted available geological maps, cross-sections, and borehole data as the basis for initial models for the sediment sites. This study shows that the basin has an undulating topography and sediment sites have deposits of varying thicknesses, from 155 to 440 m. These models also show high velocity contrast at the bedrock depth which results in significant wave amplification.
引用
收藏
页数:16
相关论文
共 37 条
[1]  
Aki K., 2000, QUANTITATIVE SEISMOL, V2nd
[2]  
Bijukchhen S, 2015, J NEPAL GEOLOGICAL S, V48, P48
[3]   Sediment thickness beneath the Indo-Gangetic Plain and Siwalik Himalaya inferred from receiver function modelling [J].
Borah, Kajaljyoti ;
Kanna, Nagaraju ;
Rai, S. S. ;
Prakasam, K. S. .
JOURNAL OF ASIAN EARTH SCIENCES, 2015, 99 :41-56
[4]   Analysis of strong ground motions and site effects at Kantipath, Kathmandu, from 2015 Mw 7.8 Gorkha, Nepal, earthquake and its aftershocks [J].
Dhakal, Yadab P. ;
Kubo, Hisahiko ;
Suzuki, Wataru ;
Kunugi, Takashi ;
Aoi, Shin ;
Fujiwara, Hiroyuki .
EARTH PLANETS AND SPACE, 2016, 68
[5]   Validation of the Deep Velocity Structure of the Tokachi Basin Based on 3-D Simulation of Long-Period Ground Motions [J].
Dhakal, Yadab P. ;
Sasatani, Tsutomu ;
Takai, Nobuo .
PURE AND APPLIED GEOPHYSICS, 2011, 168 (10) :1599-1620
[6]  
Dhakal YP, 2009, 9 SEGJ INT S SAPP JA
[7]   Initiatives for earthquake disaster risk management in the Kathmandu Valley [J].
Dixit, Amod Mani ;
Yatabe, Ryuichi ;
Dahal, Ranjan Kumar ;
Bhandary, Netra Prakash .
NATURAL HAZARDS, 2013, 69 (01) :631-654
[8]  
Dongol G.M.S., 1985, Jour. Nepal Geol. Soc. V, V3, P43
[9]   Paleoclimatic changes during the last 2.5 myr recorded in the Kathmandu Basin, Central Nepal Himalayas [J].
Fujii, R ;
Sakai, H .
JOURNAL OF ASIAN EARTH SCIENCES, 2002, 20 (03) :255-266
[10]  
*GOV NEP, 2015, NEP DIS RISK RED POR