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首页> 外文期刊>Soils and foundations >Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki earthquake of 2007
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Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki earthquake of 2007

机译:2007年新泻县中越冲木地震液化引起房屋差异沉降的现场调查和模型试验

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摘要

A massive earthquake struck the Niigata Chuetsu-Oki region of Japan on July 16th, 2007, claiming 11 lives and damaging about 6000 houses. The earthquake had a magnitude of 6.8, with data from an accelerograph managed by a nationwide strong-motion observation network known as Kyoshin Net (K-net) showing a maximum value of 668 gal (NS). In the Matsunami district of Kashiwazaki city (located on land filled and developed as a residential area from around 1970 onward) about 3 km northeast of Kashiwazaki Railway Station, many houses were damaged due to liquefaction. A field investigation, including a boring survey, surface wave exploration and measurement of differential settlement of houses knocked aslant by soil liquefaction, was conducted to determine the relationship between the extent of damage to houses and the area's geological structure. It was found that most houses severely damaged due to liquefaction were located around the boundary between sand dunes and the local river delta. Additionally, the relationships linking sloping geological structure, the thickness of the liquefaction layer and total/ differential settlement of houses were clarified from the results of shaking table model tests conducted in this study. Test results showed that it is important to consider multidimensional influences caused by sloping geological structure in the estimation method of liquefaction potential in order to predict and assess degree of damage to houses due to liquefaction.
机译:2007年7月16日,日本新泻县立冲绳地区发生大地震,造成11人丧生,约6000所房屋受损。地震级别为6.8,加速度计的数据由称为Kyoshin Net(K-net)的全国性强运动观测网络管理,显示的最大值为668 gal(NS)。在柏崎市东北3公里处的柏崎市松浪区(位于从1970年左右开始发展为居民区的土地上),许多房屋因液化而受损。进行了现场调查,包括无聊调查,表面波勘探和土壤液化撞倒的倾斜房屋的差异沉降测量,以确定房屋破坏程度与该地区地质结构之间的关系。人们发现,大多数由于液化而严重受损的房屋都位于沙丘和当地河三角洲之间的边界附近。此外,从这项研究中进行的振动台模型试验的结果中,阐明了倾斜的地质结构,液化层的厚度和房屋的总/差异沉降之间的关系。测试结果表明,在液化势的估计方法中考虑倾斜的地质结构所造成的多维影响对于预测和评估液化对房屋的破坏程度非常重要。

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