首页> 外文会议>Engineering Geology and Geotechnical Engineering >AXIAL CAPACITY OF PILES FOUNDED IN PERMAFORST: A CASE STUDY ON THE APPLICABILITY OF MODERN PILE DESIGN IN REMOTE MONGOLIA
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AXIAL CAPACITY OF PILES FOUNDED IN PERMAFORST: A CASE STUDY ON THE APPLICABILITY OF MODERN PILE DESIGN IN REMOTE MONGOLIA

机译:永久冻土中桩的轴向承载力:以现代桩设计在偏远蒙古族中的适用性为例

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摘要

A review of the most current and accepted practices in design of piles in permafrost is examined. Key input parameters necessary for the design of piles in permafrost are described with an emphasis on the characteristics of the permafrost itself. Regionally available resources and databases on permafrost characteristics are discussed along with the need for continued research, data collection, and data assimilation. A case study describing a bridge crossing over a large river at a remote permafrost site in Mongolia is presented. A unique aspect of the project involves the application of modern pile design procedures at this remote northern region in which primitive construction techniques are used to install timber piles during the winter though a frozen active layer.
机译:审查了多年冻土桩设计中最新和公认的做法。描述了多年冻土桩设计所需的关键输入参数,重点是多年冻土本身的特性。讨论了有关多年冻土特征的地区可用资源和数据库,以及对继续研究,数据收集和数据同化的需求。提出了一个案例研究,描述了蒙古偏远多年冻土区的一座跨越大河的桥梁。该项目的独特之处在于在这个偏远的北部地区应用现代的桩设计程序,在冬季,通过冻结的活动层,采用原始的施工技术来安装木桩。

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