[1] |
何颐华,杨 斌,金宝森,等. 双排护坡桩试验与计算的研究[J]. 建筑结构学报,1996,17(2):56-58.(HEYihua,YANGBin,JIN Baosen,et al. A study on the test and calculation of double-row fender piles[J]. Journal of Building Structures,1996,17(2):56-58.(in Chinese))
|
[2] |
蔡袁强,赵永倩,吴世明,等. 软土地基深基坑中双排桩式围护结构有限元分析[J]. 浙江大学学报:工学版,1997,20(4):442-448. (CAIYuanqiang,ZHAOYongqian,WUShiming,et a1. FEM analysis of the deep pit excavation with retaining structure of double piles in soft clay[J]. Journal ofZhejiangUniversity:EngineeringScience,1997,20(4):442-448.(in Chinese))
|
[3] |
蔡袁强,阮连法,吴世明,等. 软黏土地基基坑开挖中双排桩式围护结构的数值分析及应用[J]. 建筑结构学报,1999,20(4):65-71. (CAIYuanqiang,RUANLianfa,WUShiming,et a1. Finite element analysis and application of deep excavation with retaining structure of double-row piles in soft clay[J]. Journal of Building Structures,1999,20(4):65-71.(in Chinese))
|
[4] |
何世秀,韩高生,庄心善,等. 基坑开挖卸荷土体变形的试验研究[J].岩土力学,2003,24(1):17-20.(HEShixiu,HANGaosheng,ZHUANGXinshan,et al. Experimental researches on unloading deformation of clay in excavation of foundation pit[J]. Rock and Soil Mechanics,2003,24(1):17-20.(in Chinese))
|
[5] |
郑刚,李欣,刘畅,等. 考虑桩土相互作用的双排桩分析[J]. 建筑结构学报,2004,25(1):99-106.(ZHENGGang,LIXin,LIUChang,et a1. Analysis of double-row piles in consideration of the pile-soil interaction[J]. Journal of Building Structures,2004,25(1):99-106.(in Chinese))
|
[6] |
曹俊坚,平扬,朱长歧,等. 考虑圈梁空间作用的深基坑双排桩支护计算方法研究[J]. 岩石力学与工程学报,1999,18(6):709-712.(CAOJunjian,PING Yang,ZHUChangqi,et a1. Study on the calculation method of bracing structure with double-row piles of deep foundation pit with consideration of the spatial influence of ring beam[J]. Chinese Journal of Rock Mechanics and Engineering,1999,18(6):709-712.(in Chinese))
|
[7] |
戴智敏,阳凯凯.深基坑双排桩支护结构体系受力分析与计算[J]. 信阳师范学院院报:自然科学版,2002,15(3):348-352.(DAIZhimin,YANG Kaikai. Analysis and calculation of retaining structure with double-row piles[J]. Journal of Xinyang Normal University:Natural Science,2002,15(3):348-352.(in Chinese))
|
[8] |
张 弘. 深基坑开挖中双排桩支护结构的应用与探讨[J]. 地基处理,1993,4(3):42-47.(ZHANG hong. Applicationand analysisof retaining structure with double-row pilesin pit excavation[J]. Ground Improvement,1993,4(3):42-47.(in Chinese))
|
[9] |
黄 强. 深基坑支护工程设计技术[M]. 北京:中国建材工业出版社,1995:147-158.(HUANG Qiang. Design technique in deep foundation pit supporting[M]. Beijing:China Building Materials Industry Press,1995:147-158.(in Chinese))
|
[10] |
戴建人. 竖向树根桩在基坑支护工程中的应用实例[J]. 土工基础,1996,10(4):6-9.(DAI Jianren. A Practice of the vertical root pile in a case of excavation[J]. Soil Engineering and Foundation,1996,10(4):6-9.(in Chinese))
|
[11] |
白晨光,贾立宏,马金普,等. 抗弯功能微型桩在基坑支护中的应用[J]. 岩土工程学报,2006,28(增1):1 656-1 658.(BAI Chenguang,JIA Lihong,MA Jinpu,et al. Application of micropiles with anti- bending function to retaining and protection of foundation excavation[J]. Chinese Journal of Geotechnical Engineering,2006,28(Supp.1):1 656-1 658.(in Chinese))
|
[12] |
聂庆科,胡建敏,吴 刚. 深基坑双排桩支护结构上的变形和土压力研究[J]. 岩土力学,2008,29(11):3 089-3 094.(NIE Qingke,HU Jianmin,WU Gang. Deformation and earth pressure of a double-rowpiles retaining structure for deep excavation[J]. Rock and Soil Mechanics,2008,29(11):3 089-3 094.(in Chinese))
|
[13] |
KING G J W. Analysis of cantilever sheet-pile walls in cohesionless soil[J]. Journal of Geotechnical Engineering,1995,121(9):629-635.
|
[14] |
周翠英,刘祚秋,尚伟,等. 门架式双排抗滑桩设计计算新模式[J]. 岩土力学,2005,26(3):441-444.(ZHOUCuiying,LIU Zuoming,SHANG Wei,et al. A new mode for calculation of portal double row anti-sliding piles[J]. Rock and SoilMechanics,2005,26(3):441-444.(in Chinese))
|
[15] |
邢恩桥,许国辉,杨俊杰. 用静力触探参数确定地基土水平地基抗力系数的比例系数m值——以天津地区为例[J]. 中国海洋大学学报:自然科学版,2005,35(4):683-686.(XIN Enqiao,XU Guohui,YANG Junjie. Determination of the values of proportional coefficient m of the horizontal resistance coefficient of foundation soils in terms of static CPT parameters—case studies in Tianjin area[J]. Periodical of Ocean University of China:Natural Science,2005,35(4):683-686.(in Chinese))
|