[1]佘志通,佘智敏.软基上桩承加筋路基与桩基桥台的承载机理[J].福建工程学院学报,2015,13(06):532-536.[doi:10.3969/j.issn.1672-4348.2015.06.004]
　She Zhitong,She Zhimin.Load bearing mechanism between geosynthetic reinforced pile-supported embankment and piled abutment constructed on soft soils[J].Journal of FuJian University of Technology,2015,13(06):532-536.[doi:10.3969/j.issn.1672-4348.2015.06.004]
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软基上桩承加筋路基与桩基桥台的承载机理()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第13卷
期数:
2015年06期
页码:
532-536
栏目:
出版日期:
2015-12-25

文章信息/Info

Title:
Load bearing mechanism between geosynthetic reinforced pile-supported embankment and piled abutment constructed on soft soils
作者:
佘志通; 佘智敏
莆田学院土木工程学院
Author(s):
She Zhitong;  She Zhimin
School of Civil Engineering, Putian University
关键词:
ABAQUS;  软土地基;  桩基桥台;  超孔压
Keywords:
ABAQUS;  soft soil foundation;  piled abutment;  super pore pressure
分类号:
U416.1
DOI:
10.3969/j.issn.1672-4348.2015.06.004
文献标志码:
A
摘要:
采用ABAQUS有限元软件建立桩承加筋路基和桩基桥台模型，系统研究桩基桥台－路基－地基的相互作用性状，包括桥台桩基水平位移、桥头路面沉降、桥台桩弯矩等的变化规律，分析深厚软土地基的超孔压固结，并提出若干施工建议。
Abstract:
A pile-supported geosynthetic reinforced embankment and bridge abutment model was constructed using the ABAQUS finite element program. The characters of interaction among the bridge abutment, embankment and foundation were systematically studied, including the change laws of the lateral displacement of the bridge abutment, the settlement of the embankment and the bending moment of abutment pile. The super-pore pressed consolidation of the deep soft foundation was analysed. Suggestions on the construction of the eosynthetic reinforced embankment and the piled abutmens were proposed.

参考文献/References:

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更新日期/Last Update: 2015-12-25