基坑工程数值分析及环境评价
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为了研究深大基坑开挖对周围环境的影响,针对基坑的支护方案,采用有限元软件Plaxis进行有限元数值分析,模拟了基坑的整体变形及沉降槽的分布,并分析了基坑开挖的影响范围和稳定性,得出了对工程实践有指导意义的结论.
In order to study the excavate influence of deep big foundation pit on environment,the influence scope of pit excavation and the stability of foundation pit is analyzed.Based on the support plan of pit is analyzed,the whole deformation of pit and distribution of subsidence trough is simulated by finite element software Plaxis.The results provide a basis for the later practice.
引文
[1]秦四清.深基坑工程优化设计[M].北京:地震出版社,1998:15-25.
    [2]杨林德,李象范,钟正雄.复合型土钉墙的非线性有限元分析[J].岩土工程学报,2001,23(2):23-26.
    [3]陈肇元,崔京浩.土钉支护在基坑工程中的应用[M].北京:中国建筑工业出版社,1997:55-57.
    [4]刘斐,张向荣,张友银.土钉墙支护研究进展[J].湘潭大学社会科学学报,2002,26(Z1):17-19.
    [5]JEWELL R A,PEDLEY M L.Soil nailing design[J].Ground Engineering.1987,32(6):56-58.
    [6]MYLANAKIS G,GAZETAS G.Settlement and additionalinternal forces of grouped piles in layered soil[J].Geotechniques,1998,48(1):55-72.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心