Determination of the load-carrying capacity of foundations in tamped pits by a dynamic method

被引：0
|
作者：
Goncharov B.V.
Shemenkov Y.M.
机构：
来源：
Soil Mechanics and Foundation Engineering | 1999年 / 36卷 / 2期
关键词：
Dynamic Method; Building Site; Hard Soil; Pile Driving; Compact Rock;
D O I：
10.1007/BF02469088
中图分类号：
学科分类号：
摘要：
A method is developed for conducting dynamic tests of foundations in tamped pits. The method makes it possible to use tamping data and results from preliminary static probing of the soil to determine the load-carrying capacity of the foundation without having to conduct static tests.
引用
收藏
页码：67 / 70
页数：3
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