Calculation of the Ultimate Resistance of the Pile Basis in Pile Groups

被引：0
|
作者：
Gotman, N. Z. [1 ]
Alekhin, V. S. [2 ]
机构：
[1] Russian Univ Transport MIIT, Gersevanov Res Inst Bases & Underground Struct, Moscow, Russia
[2] Podzemproekt LLC, Moscow, Russia
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2020年 / 57卷 / 01期
关键词：
15;
D O I：
10.1007/s11204-020-09632-9
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Calculation of the bearing capability of piles in a pile field, based on the calculations and tests of single piles, taking into account their interaction with each other through the soil ground, is proposed. Differences in the operation of a single pile from a pile in a group are shown. The main attention is paid to determining the dependence of the ultimate resistance of piles on the parameters of the pile field.
引用
收藏
页码：18 / 24
页数：7
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