大厚度自重湿陷性黄土地基上渡槽桩基的设计方法

Design method for aqueduct piles on deep layer Loess foundation with gravity damping collapse characteristics

通过对宁夏扬黄扶贫灌溉工程渠道建筑物的基础处理，阐述了在大厚度自重湿陷性黄土地基采用桩基设计的理论依据及方法，为以后类似基础处理工程提供借鉴。

The theory and method of piles on deep layer Loess foundation with gravity damping collapse characteristics are expounded in this paper, the foundation treatment for canal structures are taken as examples, which belong to the project of pumping water from the Yellow River to help the poors in Ningxia Autonomous Region. The experience may provide some reference for other similar projects.