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A1 愛知工業大学研究報告 >
3．愛知工業大学研究報告 .B(1976-2007) >
16号 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11133/572
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| Title: | 東海地震を想定した愛知県三河地域の地震時地盤の応答解析と地震危険度 (II) : 応答解析結果と液状化危険度 |
| Other Titles: | トウカイ ジシン オ ソウテイ シタ アイチケン ミカワ チイキ ノ ジシンジ ジバン ノ オウトウ カイセキ ト ジシン キケンド ( II ) : オウトウ カイセキ ケッカ ト エキジョウカ キケンド
Seismic Ground Response in Mikawa Area for Future Tokai Earthquake (II) : Seismic Ground Response and Degree of Soil Liquefaction |
| Authors: | 谷口, 仁士
宮永, 良一
飯田, 汲事
TANIGUCHI, Hitoshi
MIYANAGA, Ryoichi
IIDA, Kumiji |
| Issue Date: | 31-Mar-1981 |
| Publisher: | 愛知工業大学 |
| Abstract: | In this paper, the effect of ground conditions on the seismic surface motions and the degree of soil liquefaction are investigated in the western part of the Mikawa area in connection with future Tokai Earthquake. The following results of this investigation are briefly pointed out : 1) The estimated seismic intinsity by JMA scale in the western part of Mikawa area is from V to VI, and maximum earthquake ground acceleration at the ground surface is about 250 gals. 2) The high degree of soil liquefaction is estimated between ground surface and G.L.-10m layer. |
| URI: | http://hdl.handle.net/11133/572 |
| Appears in Collections: | 16号
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