[1]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):28-31.[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(03):28-31.[doi:10.3969/j.issn.1671-6833.2005.03.008]
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水泥土桩复合土钉中水泥土桩作用机制研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
26卷
期数:
2005年03期
页码:
28-31
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Study on the mechanism of cement-soil pile action in cement-soil pile composite soil nails
作者:
郭院成; 秦会来; 申利梅.
郑州大学土木工程学院,河南,郑州,450002, 郑州大学土木工程学院,河南,郑州,450002, 郑州大学土木工程学院,河南,郑州,450002
Author(s):
GUO Yuancheng; Qin will come; Shen Limei
关键词:
岩土工程;  复合土钉支护;  作用机制;  受力变形
Keywords:
DOI:
10.3969/j.issn.1671-6833.2005.03.008
文献标志码:
A
摘要:
水泥土桩复合土钉支护体系同时具有止水和基坑边壁支护双重作用,与普通土钉支护相比,可减小坑壁侧移,加大施工开挖速度,以及均匀土钉受力,改善环境影响.通过复合土钉受力变形机理的对比分析,研究了水泥土桩复合土钉支护体系中水泥土桩的基坑自立临空高度的提高机制、桩土摩擦传力机制、支护体系侧移曲线的整合机制以及基坑边壁优势滑裂面的前移机制,对完善此类支护体系施工过程中的侧移控制措施和加快施工进度具有一定的理论指导意义.
Abstract:
Compared with ordinary soil nail support, the cement-soil pile composite soil nail support system has the dual functions of water stop and foundation pit side wall support, which can reduce the lateral shift of the pit wall, increase the construction excavation speed, and uniformly affect the soil nail and improve the environmental impact. Through the comparative analysis of the stress deformation mechanism of composite soil nails, the mechanism of increasing the self-standing air height of cement soil piles, the frictional force transmission mechanism of pile soil, the integration mechanism of the side shift curve of the support system and the forward movement mechanism of the advantageous slip surface of the edge wall of the foundation pit were studied, which has certain theoretical guiding significance for improving the lateral shift control measures and accelerating the construction progress of such support systems.

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[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.
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更新日期/Last Update: 1900-01-01