首页> 外文期刊>Soils and foundations >DAMAGE TO RESIDENTIAL RETAINING WALLS AT THE GENKAI-JIMA ISLAND INDUCED BY THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE
【24h】

DAMAGE TO RESIDENTIAL RETAINING WALLS AT THE GENKAI-JIMA ISLAND INDUCED BY THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE

机译:2005年福冈县精冲冲地震诱发的群岛岛住宅挡土墙损坏。

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The 2005 Fukuoka-ken Seiho-oki earthquake caused heavy damage to residential areas at the Genkai-jima Island. A field survey was carried out to investigate the damage of retaining walls in the residential areas. From the survey of 218 retaining walls, it appeared that 83% of the retaining walls were damaged and 61% of the whole lost their functions (collapsed or distorted/cracked). Especially in masonry retaining walls using natural rocks and boulders, the damage was serious. The damage features of dry masonry retaining walls (collapsed: 62%) and wet masonry retaining walls (collapsed: 25%) were different, and the difference in the earthquake-resistant capacity between the two retaining walls became obvious. Moreover, it appeared that most of the residential houses are built on transitions of cut slopes and fill embankments. It seems that this condition is one of a great factor which causes the heavy damage. Only 17% of the retaining walls escaped from any damage. Furthermore, to evaluate the collapse mechanism of masonry retaining walls during earthquake, a theoretical model based on the earth pressure theory was proposed. Through the theoretical considerations, it became possible to quantitatively evaluate the stability of the masonry retaining walls.
机译:2005年福冈县圣保冈地震对根海岛岛的居民区造成了严重破坏。进行了现场调查,以调查居民区挡土墙的损坏情况。从对218块挡土墙的调查中可以看出,有83%的挡土墙被损坏,而61%的挡土墙失去了功能(塌陷或变形/破裂)。特别是在使用天然岩石和巨石的砖石挡土墙中,损坏严重。干砌体挡土墙(倒塌:62%)和湿砌体挡土墙(倒塌:25%)的破坏特征是不同的,两个挡土墙之间的抗震能力差异也很明显。此外,似乎大多数住宅都建在坡度和填筑路堤的过渡上。看来,这种情况是造成严重损害的重要因素之一。只有17%的挡土墙没有受到任何损坏。此外,为了评估砌体挡土墙在地震中的倒塌机理,提出了一种基于土压力理论的理论模型。通过理论考虑,可以定量评估砌体挡土墙的稳定性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号