土坝地震裂缝离心加载试验研究

A. Kobayashi, A. Murakami
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引用次数: 1

摘要

日本有很多土坝,大多用于灌溉。日本的大多数水坝都是在100多年前根据经验建造的。有那么多的灌溉大坝,在过去遭受了地震的破坏。由于坝龄的原因,在坝轴方向的坝顶出现裂缝的情况较多。对于新建成的堆石坝,在大地震的情况下,坝顶在坝轴方向也出现了裂缝。这种裂纹产生的机理还没有得到很好的讨论。为明确坝轴方向裂缝产生机理,本研究对大坝进行了50g重力场离心加载试验。结果表明,在坝顶处观测到临界应变水平,坝体上部水平位移过大。研究认为,坝轴方向地震裂缝的产生是由于过大的拉应力,而这一点在设计过程中没有考虑到。
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Seismic Crack Investigation in an Earth Dam by Centrifugal Loading Test
There are many Earth-fill dams in Japan, which are mostly used for irrigation use. Most of these dams in Japan were constructed by experience over 100 years ago. There are so many irrigation dams, which suffered earthquake damage in the past. Due to the dam - ages, the cracks at the crest in the dam-axis direction have been reported in many cases. For the rock-fill dam recently constructed, the crack on the crest in the dam-axis direction has also been found in the case of a large earthquake. The mechanism of such a crack has not been discussed well. In this study, to clarify the mechanism of a crack in the dam-axis direction, a centrifugal loading test was applied to the dam with a 50 G gravity field. As a result, the critical level of strain was observed at the crest of the model, and it was found that the horizontal displacement at the upper part of the dam was excessive. It can be concluded from the study that the seismic cracks in the dam-axis direction occurred due to the excessive tensile stress, which was not considered in the design process.
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Three-Dimensional CFD Simulations of Hydrodynamics for the Lowland Dam Reservoir Influence of Geological Structure on Dam Behavior and Case Studies Seismic Crack Investigation in an Earth Dam by Centrifugal Loading Test Large-Scale Modeling of Dam Break Induced Flows Practices in Constructing High Rockfill Dams on Thick Overburden Layers
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