[1]郭院成,王坤,周同和..单排小桩复合桩墙支护结构设计计算方法[J].郑州大学学报(工学版),2007,28(04):8-11.[doi:10.3969/j.issn.1671-6833.2007.04.003]
　GUO Yuancheng,WANG Kun,Zhou Tonghe.Design and calculation method of single-row small pile composite pile wall support structure[J].Journal of Zhengzhou University (Engineering Science),2007,28(04):8-11.[doi:10.3969/j.issn.1671-6833.2007.04.003]
点击复制

单排小桩复合桩墙支护结构设计计算方法()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
28卷
期数:
2007年04期
页码:
8-11
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Design and calculation method of single-row small pile composite pile wall support structure
作者:
郭院成; 王坤; 周同和.
郑州大学,土木工程学院,河南,郑州,450001, 河南省建筑工程学校,河南,郑州,450007, 郑州大学,综合设计研究院,河南,郑州,450002
Author(s):
GUO Yuancheng; WANG Kun; Zhou Tonghe
关键词:
岩土工程;  基坑支护体系;  复合桩墙;  设计计算方法
Keywords:
DOI:
10.3969/j.issn.1671-6833.2007.04.003
文献标志码:
A
摘要:
复合桩墙支护结构是一种由水泥土桩墙和竖向小桩通过钢筋砼压顶板联合构成的新型复合型支护结构体系.本文在全面总结复合桩墙支护体系结构类型及其计算模型基础上,结合现场试验研究和数值模拟,提出了单排小桩复合水泥土桩墙支护体系基于整体计算模式的设计计算方法,为同类型基坑工程的设计和施工提供了一定的技术参考.
Abstract:

Composite pile wall support structure is a new type of composite support structure system composed of cement-soil pile wall and vertical pile through reinforced concrete roof plate. Based on a comprehensive summary of the types of composite pile wall support architecture and its calculation model, combined with field experimental research and numerical simulation, this paper proposes a design and calculation method based on the overall calculation mode of single-row small pile composite cement-soil pile wall support system, which provides a certain technical reference for the design and construction of the same type of foundation pit engineering.

相似文献/References:

[1]张莎莎,谢永利,刘保健..饱和土二维固结试验在离心力场条件下的适用性分析[J].郑州大学学报(工学版),2011,32(06):22.[doi:10.3969/j.issn.1671-6833.2011.06.006]
[2]王立明,郭院成,周同和..考虑开挖反弹的桩锚结构土压力计算方法研究[J].郑州大学学报(工学版),2005,26(02):76.[doi:10.3969/j.issn.1671-6833.2005.02.019]
　Wang Liming,GUO Yuancheng,Zhou Tonghe.Research on the calculation method of earth pressure of pile anchor structure considering excavation rebound[J].Journal of Zhengzhou University (Engineering Science),2005,26(04):76.[doi:10.3969/j.issn.1671-6833.2005.02.019]
[3]郭院成,秦会来,申利梅..水泥土桩复合土钉中水泥土桩作用机制研究[J].郑州大学学报(工学版),2005,26(03):28.[doi:10.3969/j.issn.1671-6833.2005.03.008]
　GUO Yuancheng,Qin will come,Shen Limei.Study on the mechanism of cement-soil pile action in cement-soil pile composite soil nails[J].Journal of Zhengzhou University (Engineering Science),2005,26(04):28.[doi:10.3969/j.issn.1671-6833.2005.03.008]
[4]郭院成,童怀峰,秦会来,等.受限的桩锚与土钉联合支护结构的计算模式[J].郑州大学学报(工学版),2004,25(02):28.[doi:10.3969/j.issn.1671-6833.2004.02.007]
　GUO Yuancheng,Tong Huaifeng,Qin will come,et al.Calculation mode of constrained pile anchor and soil nail joint support structure[J].Journal of Zhengzhou University (Engineering Science),2004,25(04):28.[doi:10.3969/j.issn.1671-6833.2004.02.007]
[5]郭院成,秦会来,王立明..桩锚与土钉联合支护结构中的土压力分配模式[J].郑州大学学报(工学版),2004,25(03):52.[doi:10.3969/j.issn.1671-6833.2004.03.013]
　GUO Yuancheng,Qin will come,Wang Liming.Earth pressure distribution pattern in pile anchor and soil nail joint support structure[J].Journal of Zhengzhou University (Engineering Science),2004,25(04):52.[doi:10.3969/j.issn.1671-6833.2004.03.013]
[6]郭院成,王立明,曾力..基于位移控制的单支点桩锚支护结构的优化设计[J].郑州大学学报(工学版),2004,25(04):4.[doi:10.3969/j.issn.1671-6833.2004.04.002]
　GUO Yuancheng,Wang Liming,Zeng Li.Optimal design of single-fulcrum pile anchor support structure based on displacement control[J].Journal of Zhengzhou University (Engineering Science),2004,25(04):4.[doi:10.3969/j.issn.1671-6833.2004.04.002]
[7]郑人龙.土木工程中土工织物的应用[J].郑州大学学报(工学版),1988,9(02):33.
　[J].Journal of Zhengzhou University (Engineering Science),1988,9(04):33.

更新日期/Last Update: 1900-01-01