竟彩篮球怎么玩 :CIMSՓĵ

򾺲 www.fasfz.com  

ӠػлϘ͏ͺϵػķ

ע⣺ՓڡřW, 2007, 29(3): 379-384l
ʹՈעՓij̎

(EI䛱)
l12R1
1.ͬW½cϵϺ 2000922.ϺͨWľϵϺ 200030

ժҪھ|ػлϘ͏ͺϵػeַⷽĻA돗ԌӠՓƌӠػлϘ͏ͺϵػķeַ̽ĶӠػлϘ͏ͺϵػ^Փwϵͨ^ֵӋÉ|˜c̎SλƵҪԠcMЌC˱ķӋ_߀ᘌһ̌Mоwfķ܉mڌH̆}й̑ǰ
PI~ӠػϘͺϵػfԠ
ЈD̖TU472 īIRaA ¾̖1000C4548(2007)03C0379C06

Study on the behavior of composite foundation with hybrid piles in layered soils

LIANG Fa-yun1, CHEN Long-zhu2, LI Jing-pei1
1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China


Abstract:Based on the analysis of composite foundation with hybrid piles in homogeneous soil, the solutions of composite foundation with hybrid piles in layered soil were deduced by introducing elastic layered medium theory, and then a relatively complete theoretical system to analyze composite foundation with hybrid piles in layered soil was built up. Numerical method was used to solve the integral equations, and the axial forces, shear forces and displacements along piles under the actions of cushion were obtained. Comparison with classical elastic solutions verified the accuracy of the presented method and calculating program. Finally, a practical engineering project was studied to illuminate the applicability of the presented method.
Key words :layered soil; hybrid pile; composite foundation; transfer matrix, working behavior; parametric analysis

ߺ飺l(1976C )ʡʖ|hʿvҪ˜Aػ̎rWֵ IĿčW

1g[PDFʽȫҪʹܛAbode Acrobat(ܛ^󲢳Ҋ,վṩd)

2dՓȫՈcI顱ʹÔcmܛd(115KB)


վ䛵ıߵՓ

1Influence of Carbonation on Mechanical Properties of Concrete

2Numerical analysis of composite piled raft with cushion subjected to vertical load

3׃ܛTrescaДU׆}䑪

4ӽЧȺ໥ϵӰ

5ӠػІΘԠķeַ̽ⷨ䅢о

PՓՈcվ<<<վȫ>>>

gӭӑՓlՓļоIĿ
(Ոڰlԕrژ}ʹcuՓĵ}Ŀо@ӷҞg[)

| CIMSՓ | й | ̓M | | Փ | Ŀ_l | WgYԴ | վȫ | MՓľWվȫ |

line.gif (4535 ֹ)

˸õĞҷgӭӱվͶƱ{

򾺲 Ոc

վ򾺲 gӭL

ע⣺վδSDd

All rights reserved, all contents copyright 2000-2019
վ20003¿WL