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Seismic reinforcement structure and design method of underground wall to be used to that of the embankment.
Seismic reinforcement structure and design method of underground wall to be used to that of the embankment.
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机译:与路堤相适应的地下墙抗震加固结构及设计方法。
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摘要
PROBLEM TO BE SOLVED: To prevent expansion of the top end of an embankment and the following vertical crack in a rational method.;SOLUTION: This earthquake strengthening structure 1 for the embankment is applied to the embankment 2 on which a railway track (not illustrated) is laid. The embankment is constructed on a liquefied ground 3 layered on a supporting base 4. On the liquefied ground 3, steel sheet piles 6, 6 opposing each other are arranged as a pair of underground walls which are extended downward from near the normal haunches of the embankment 2 and between which the liquefied ground 3 is held. The steel sheet piles 6, 6 are connected at their upper edges to each other via a tie-rod 5 as a tensile material. Herein, the steel sheet piles 6, 6 are each inclined an arrangement angle θ to a vertical plane so that a clearance therebetween at their lower edges is shorter than a clearance therebetween at their upper edges, namely, an inverted truncated shevron shape is established.;COPYRIGHT: (C)2012,JPO&INPIT
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