THE EFFECTS OF LOW RISE BUILDING MAT ON LIQUEFIABLE SITE

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 會議論文 > Item 987654321/126245

jsp.display-item.identifier=請使用永久網址來引用或連結此文件: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/126245

题名:	THE EFFECTS OF LOW RISE BUILDING MAT ON LIQUEFIABLE SITE
作者:	Der-Wen Chang, Xiang-Jun Lian, Shih-Hao Cheng, Ting-Lun Hsu, Mukhanov Diyar
关键词:	low rise building, mat foundation, free field, layered sand, soil liquefaction
日期:	2024-09-17
上传时间:	2024-09-20 12:09:48 (UTC+8)
摘要:	The effects of low-rise building mat on liquefiable site were investigated in this study. One-dimensional ground response analyses of a layered sand model profile were conducted using Midas. The UBCSand soil model was used. The excess pore water pressure and the stress/strain time histories as well as the ground deformation of the numerical model were examined. With the comparison of the free-field solutions, if the liquefaction occurred, the mat can cause the subsoils to settle more and push the side soils to move laterally, which will yield sway motions of the mat. The deeper embedment of the mat sometimes would help to minimize such phenomenon.
显示于类别:	[土木工程學系暨研究所] 會議論文

文件中的档案:

没有与此文件相关的档案.

在機構典藏中所有的数据项都受到原著作权保护.

TAIR相关文章