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1. 2. - taisei.co.jp

1. FiKeywo Liquefactio ords : liquefact on suppression settle tion suppression 1) under shallow ement n, shallow foun foundation and 32-1 dation, overbur 2) 2. d its Fig.

5m 60k る。 一度 干密 い格 の逆 振履 ラ なお,層厚 ・接地圧 0 N/m2 の加振 したがって 同程度の加 度増加して 子間隔での 転などとし

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Transcription of 1. 2. - taisei.co.jp

1 1. FiKeywo Liquefactio ords : liquefact on suppression settle tion suppression 1) under shallow ement n, shallow foun foundation and 32-1 dation, overbur 2) 2. d its Fig.

2 44 (2011) rden pressure, g 2 Combination grid undergroun of grid shaped effect of shallo nd wall, centrif d underground wow foundation fuge test wall and confini ing 3. emi 5m ) 50 30 m 10m 60 0kN/m2 60kN D50 kN/m2 3 50g 0kN/m2 m 5m 10m Testing 32-2 8 m 4 4.

3 5m g models and m 44 (2011) 1 40 120 10m measurements 0m cm/s2 m 5m 3m 0kN/m2 30k 60kN/m2 (b) 10m 2 m 5m 10m kN/m2 60kN (a) m 3 N/m2 5m60k m 0kN/m2 10m 0kN/m2 30kN/m2 30kN/m2 60kN/m2 (a) (b) 10 4 Comparison o 5 32-3 30kN/m2 of excess pore w 0kN/m2 44 (2011) water pressure r 10m ratios 0kN/m2 5.

4 3 3m 5 10m 4 (a) a) 5 30kN/m2 5m 1 (b) 5m / 10m b Effec 30kN/m 30kN/m2 10m ct of ratio betwe 32-4 m2 m 6. 6 een grid span an 44 (2011) 5m 60kN/m2 nd underground Settlements of d wall depth 3) 60kN/m2 10m 60kN/m2 f shallow found dations 44 (2011)

5 32-5 3 3m 5m 10m 150 200mm 10 20mm 10m 3m 5m 10m 10m 7. 1) pp100-117 2006 2) 2010 2010 3) 2006


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