某桩基工程优化设计实例  

A Case History of a Pile Foundation Project for Optimal Design

作　　者：王美云[1] 顾国荣[1] 陈晖[1] 徐枫[1] 

机构地区：[1]上海岩土工程勘察设计研究院有限公司,上海市200002

出　　处：《勘察科学技术》2004年第6期41-42,48,共3页Site Investigation Science and Technology

摘　　要：该文结合某实际工程,详细介绍了在上海泻湖沼泽平原地貌地区,利用静力触探试验资料确定单桩竖 向承载力的方法。实践表明,该方法可以更加有效地发挥地基土的潜力,从而节省工程投资。同时也通过实 际工程对规范提供的计算方法进行了有效地检验。In this paper, we introduce a method about how to compute bearing capacity of single pile with CPT test at lagoonal and swamp area. The plate loading test make it clear that this method can help us to make full use of potential of subsoil, which can help investor to save their investment. At the same time, it is an effective inspection of the code.

关 键 词：桩基工程 单桩竖向承载力 地基土 静力触探试验 优化设计 规范 工程投资 定单 验资 上海 

分 类 号：TU473.1[建筑科学—结构工程]