土工基础 ›› 2022, Vol. 36 ›› Issue (3): 387-390.

• 专题论述 • 上一篇    下一篇

基于高差差异较大的山地建筑场地类别判别方法

徐有娜1,王文哲2   

  1. (1.建设综合勘察研究设计院有限公司,北京 100007;2.龙源(北京)风电工程设计咨询有限公司,北京 100032)
  • 收稿日期:2020-12-15 修回日期:2020-12-28 出版日期:2022-06-30 发布日期:2022-06-24
  • 作者简介:徐有娜(1989-),女,工程师,硕士,研究方向为工程地质与岩土工程。
  • 基金资助:
    国家自然科学基金项目(41572269);2021年度东城区优秀人才培养资助项目(2021-dchrcpyzz-48)

Site Classification Method at a Building Site Near Mountain with Significant Elevation Difference

XU Youna1, WANG Wenzhe2   

  1. (1.Construction Comprehensive Survey, Research and Design Institute Co., Ltd., Beijing 100007, China; 
    2.Longyuan (Beijing) Wind Power Engineering Design Consulting Co., Ltd., Beijing 100032, China)
  • Received:2020-12-15 Revised:2020-12-28 Online:2022-06-30 Published:2022-06-24

摘要: 平原地区的建筑的钻孔波速测试和覆盖层厚度分析均是基于相对现状地表标高进行的,而针对场地地表高差较大的山地区域,建筑方案实施时,对大部分楼座部位将出现高挖低填的情况,因此可能会改变该处楼座所在场地受地震作用时地震效应的传递规律,也即改变了该处的建筑场地类别。根据建筑方案实施后各楼座±0.00标高、竣工后周边场地标高和基底标高,核实建筑物所受地震效应的真实影响计算覆盖层厚度,并进一步细分判定各楼座所处场地建筑场地类别,为山地地区高差差异较大的建筑场地类别判别提供一种新方法。

关键词: 高差, 建筑场地类别, 覆盖层厚度, 钻孔波速测试, 判别方法

Abstract: Borehole shear wave velocity measurement and thickness of overburden soil estimation for buildings in plain regions are based on the relative depth to the surface elevation. For the site preparation of construction projects in mountainous area, the foundations for a lot of buildings would experience cut or fill conditions. Therefore, the seismic site class might be changed, site seismic performance would be therefore different, so that the site seismic class might also be different at the project site. In this paper, based on datum at each building after the site preparation, and the proposed ground surface elevations adjacent to the proposed buildings, the average overburden soil thickness is re-estimated so that that the site seismic class at each building could be estimated. This paper provides a new method for the site seismic classification for building sites with significant elevation differences in the mountainous areas.

Key words: elevation difference, construction site class, overburden soil layer thickness, borehole shear wave velocity measurement, site classification method

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