Comparison of Moments for Pile-Cap Design

被引：5
|
作者：
Magade, S. B. [1 ]
Ingle, R. K. [2 ]
机构：
[1] MIT Acad Engn, Pune, Maharashtra, India
[2] VNIT Nagpur, Dept Appl Mech, Nagpur, Maharashtra, India
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2020年 / 56卷 / 06期
关键词：
TIE MODEL; STRUT; STRENGTH;
D O I：
10.1007/s11204-020-09624-9
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper discusses the comparative study of design moments for pile cap with conventional methods and finite element analysis. If a detailed finite element analysis is adopted, flexibility of the pile cap is considered. When a pile cap is designed by truss analogy, 80% of the tension reinforcement is concentrated in the region where the cap is supported on piles and at the column, which depends on design moments. It is observed that the difference in the design moments was considerable and should be taken into account for calculation and placing of reinforcement.
引用
收藏
页码：414 / 419
页数：6
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