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- W642675613 abstract "In order to develop effective anti-earthquake measures and so on, the conditions of grounds where embankments are liable to be damaged by earthquakes have been clarified by investigating many examples of their earthquake-induced damage. The results are summarized as follows: (1) When grounds under embankments are approximately horizontally-stratified, the occurrences of the earthquake-induced damage to them are very few; (2) embankments are liable to be deformed by earthquakes at the sites where the bed rocks underlying soft grounds are inclined or where the embankment stretches over a bed rock and a soft ground, and the deformation is liable to occur in the inclined direction of the bed rock; (3) above-mentioned soft ground consists of soils like peat, extremely soft clay, liquefiable sand or reclaimed soil; and (4) many embankments seem to have been damaged because a large differential lateral or vertical displacement, which is caused by the uneven thickness of soft soil stratum, happens on the surface of soft ground in earthquakes." @default.
- W642675613 created "2016-06-24" @default.
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- W642675613 date "1990-02-01" @default.
- W642675613 modified "2023-09-25" @default.
- W642675613 title "EARTHQUAKE-INDUCED DAMAGE TO EMBANKMENT VS. SOFT GROUND UNDERLAID WITH INCLINED BED ROCK" @default.
- W642675613 hasPublicationYear "1990" @default.
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