Deformation Modulus of Plastic-Frozen Soil According to Pile Testing

被引：0
|
作者：
Alekseev, A. G. [1 ,2 ]
Bezvolev, S. G. [1 ]
机构：
[1] Res & Dev Ctr Stroitelstvo, Gersevanov Res Inst Bases & Underground Struct, Moscow, Russia
[2] Moscow State Univ Civil Engn, Moscow, Russia
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2022年 / 59卷 / 02期
关键词：
D O I：
10.1007/s11204-022-09802-x
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The article discusses the problem of rational design of bases and foundations on permafrost soils. Despite the regulatory recommendations for determining the deformation parameters of soils according to the data of full-scale static tests of piles, no standard for such determination exists. The paper presents a method for processing data from full-scale static tests of piles based on theoretical analysis and a comprehensive interpretation of the results of compression tests of plastic-frozen soils.
引用
收藏
页码：202 / 209
页数：8
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