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山区陡坡地段桥梁桩基受力分析及设计方法探讨
引用本文:车竞.山区陡坡地段桥梁桩基受力分析及设计方法探讨[J].公路交通技术,2014(2):57-61.
作者姓名:车竞
作者单位:广东省公路勘察规划设计院股份有限公司,广州510507
摘    要:对山区陡坡地段桥梁桩基地形地质、受力模式及施工条件等特点进行分析,结合广东省某山区高速公路工程实例对陡坡地段桥梁桩基受力特点展开研究,探讨山区陡坡地段桥梁桩基的设计理念和设计方法。

关 键 词:陡坡  桥梁桩基  承载力  设计

Analysis for Stress on Pile Foundations of Bridges at Steep-slope Sections in Mountainous Area and Probe into Design Methods
CHE Jing.Analysis for Stress on Pile Foundations of Bridges at Steep-slope Sections in Mountainous Area and Probe into Design Methods[J].Technology of Highway and Transport,2014(2):57-61.
Authors:CHE Jing
Abstract:This paper analyzes features such as landform, geology, stress modes and construction conditions, etc. of pile foundations of bridges at Steep-slope sections in mountainous area, develops study on stress features of file foundations of bridges at Steep-slope sections in combination with project example of expressway in some mountainous area in Guangdong Province, and on this basis furthers probes into design concepts and design methods for file foundations of bridges at steep slope sections in mountainous area.
Keywords:steep slope  pile foundation of bridge  bearing capacity  design
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