Mechanical model of pile-soil work together

被引：0
|
作者：
Zhang, Sujuan [1 ]
机构：
[1] Shandong Jiaotong Univ, Sch Civil Engn, Jinan 250023, Shandong, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
pile-soil-foundation; mechanical model; the analytic method;
D O I：
10.4028/www.scientific.net/AMM.580-583.628
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Come up with of pile-soil-(foundation) pile cap interaction grounded upon penetration deformation of pile ends and compression of soil between piles. Hyperbolic model is adopted to simulate the development of tip resistance and side resistance in accordance with deformation to reflect the nonlinearity of pile-soil work, Boussinesq solution is utilized to calculate the stresses generated in soil by foundation (pile cap) plate, Mindlin stress solution is used to calculate the stress produced in the soil between piles by side resistance and end resistance, and the stress of soil is the superposition of the two solutions.
引用
收藏
页码：628 / 631
页数：4
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