Source Journal for Chinese Scientific and Technical Papers
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Volume 41 Issue 11
Dec.  2014
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Article Contents
Jia Shuizhong. APPLICATION AND INVESTIGATION OF THE EMBANKMENT PILES IN TALL FILL PROJECT OF SHANGHAI CHENSHAN BOTANICAL GARDEN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 25-29. doi: 10.13204/j.gyjz201111006
Citation: Jia Shuizhong. APPLICATION AND INVESTIGATION OF THE EMBANKMENT PILES IN TALL FILL PROJECT OF SHANGHAI CHENSHAN BOTANICAL GARDEN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 25-29. doi: 10.13204/j.gyjz201111006

APPLICATION AND INVESTIGATION OF THE EMBANKMENT PILES IN TALL FILL PROJECT OF SHANGHAI CHENSHAN BOTANICAL GARDEN

doi: 10.13204/j.gyjz201111006
  • Received Date: 2010-06-06
  • Publish Date: 2011-11-20
  • In order to reduce the the adverse impacts of the tall fill on the nearby buildings,the embankment piles were widely used in Shanghai Chenshan Botanical Garden and played a significant role between major structures retaining wall and the tall fill.This paper introduced special design technology measures of the test piles and discussed engineering features of the experiment of composite piled foundation,pile-soil ratio testing and settlement analysis.The design parameters were studied carefully so that the precise possible displacement and bending moment of the single pile could be obtained.Based on the accurate reaction of the pile stress and deformation in various conditions by three-dimensional finite element software,it was proposed reasonable fill and construction sequences of the pile foundation.
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  • 宗劲松,张皓,咸珣.激情,求解于绿色上海辰山植物园建筑设计[J].工业建筑,2011,41(11):1-5.
    [2] 上海申元岩土工程有限公司.上海辰山植物园岩土工程勘察报告[R].上海:上海申元岩土工程有限公司,2006.
    [3] 李亚明,蔡兹红,贾水钟,等.辰山植物园高填土对相邻建筑物的不利影响分析及控制措施[J].工业建筑,2011,41(11):?6-10.
    [4] JGJ 9494建筑桩基技术规范[S].
    [5] 岳建勇,高大钊,黄绍铭.沉降控制复合桩基数值模拟分析[J].岩土力学,2004,25(增刊2):351-356.
    [6] 芮瑞,夏元友.承式路堤荷载传递方式研究[J].武汉理工大学学报,2009,31(13):73-77.
    [7] 陈仁朋,许峰,陈云敏,等.软土地基上刚性桩-路堤共同作用分析[J].中国公路学报,2005,18(3):7-13.
    [8] 曹卫平,陈仁朋,陈云敏.桩承式加筋路堤桩体荷载分担比计算[J].中国公路学报,2006,19(6):1-6.
    [9] DGJ-111999地基基础设计规范[S].
    [10] 刘开富,谢新宇,张继发,等.软土地基上路堤填筑的破坏性状分析[J].岩土力学,2009,30(7):2075-2080.
    [11] 刘吉福,陈新华.应用沉降速率法计算软土路堤剩余沉降[J].岩土工程学报,2003,25(2):233-235.
    [12] 李亚明,贾水钟,蔡兹红,等.辰山植物园高填土对科研中心建筑不利影响控制措施的研究[J].工业建筑,2011,41(11): 11-15.
    [13] 李伟,贾水钟,李亚明,等.高填土对辰山植物园主入口不利影响消减措施的数值模拟及工程实测[J].工业建筑,2011, 41(11):16-19.
    [14] 周晓峰,张良兰,胡佳轶,等.辰山植物园温室铝合金结构设计[J].工业建筑,2011,41(11):30-35,52.
    [15] 李亚明,周晓峰,张良兰.辰山植物园温室铝合金结构滑动支座试验[J].工业建筑,2011,41(11):36-41.
    [16] 李亚明,李伟,贾水钟,等.辰山植物园展览温室基础设计[J].工业建筑,2011,41(11):42-44.?
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