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桩与承台下土体共同承担竖向荷载理论在一典型场地地基处理中的运用
引用本文:喻文勤.桩与承台下土体共同承担竖向荷载理论在一典型场地地基处理中的运用[J].地质灾害与环境保护,2004,15(3):66-69.
作者姓名:喻文勤
作者单位:上海海城建筑设计院,上海,201300
摘    要:随着建筑业的发展和对桩、土受力机理的研究.广大工程界对桩与承台下土体共同承担竖向荷载的问题,已引起足够的重视.许多科研人员在理论和实践两方面进行了广泛深入的探讨,并取得了很大的进展。本文就基于这方面的研究成果.针对上海地区一典型场地地基土分布结构.提出了一种地基处理方法,该方法能使工程基础造价较为经济.有着令人鼓舞的技术经济效果。

关 键 词:桩基  承台土  低承台摩擦桩  地基处理
文章编号:1006-4362(2004)03-0066-04
修稿时间:2004年1月24日

AN APPLICATION OF THE THEORY ABOUT STAKES AND SOIL UNDER BEARING-STAGE TOGETHER SUPPORTING THE UPRIGHT LOADS TO A TYPICAL FOUNDATION TREATMENT
YU Wen-qin.AN APPLICATION OF THE THEORY ABOUT STAKES AND SOIL UNDER BEARING-STAGE TOGETHER SUPPORTING THE UPRIGHT LOADS TO A TYPICAL FOUNDATION TREATMENT[J].Journal of Geological Hazards and Environment Preservation,2004,15(3):66-69.
Authors:YU Wen-qin
Abstract:With the development of the building industry and the study of the mechanism of towing force to stakes and soil, it is generally acknowledged and enough valued that stakes and soil under bearing-stage together support the upright loads, which gained much progress in both theory and practical construction. This article puts forth a new method of foundation structure in Shanghai, which can reduce the cost of the engineering ground work, and has got the economic result.
Keywords:stake foundation  bearing-stage soil  lower bearing-stage grinding-stake  foundation treatment
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