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

页码：18 / 24

页数：7

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