• ISSN 0258-2724
  • CN 51-1277/U
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JIANG Qilong, HU Zhenqiu. Improved Incomplete Derivative PID Control of Axial Active Magnetic Bearing[J]. Journal of Southwest Jiaotong University, 2015, 28(2): 241-246. doi: 10.3969/j.issn.0258-2724.2015.02.006
Citation: WU Lijun, JIANG Guanlu, LI Anhong. Revision of Additional Stress in Soils Based on Centrifuge Model Tests[J]. Journal of Southwest Jiaotong University, 2015, 28(4): 662-668. doi: 10.3969/j.issn.0258-2724.2015.04.014

Revision of Additional Stress in Soils Based on Centrifuge Model Tests

doi: 10.3969/j.issn.0258-2724.2015.04.014
  • Received Date: 17 Sep 2014
  • Publish Date: 25 Aug 2015
  • To improve the accuracy of embankment settlement control of high-speed railway, centrifuge model tests with different loading methods were conducted to investigate the distribution of additional stress in two medium-compression soils under subgrade load. In addition, numerical computations with PLAXIS2D finite element program and field tests were performed to verify the experimental distribution of additional stress. On the test results, a modified calculation method for additional stress considering the effect of width-to-height ratio was proposed. The research results show that additional stress decreases more quickly near the foundation surface, but its attenuation is gradually decelerated with depth increasing. There exist a significant difference between the distribution of additional stress based on the Boussinesq solution and that acquired from the centrifuge model tests. Furthermore, the additional stress calculated by the modified method approaches the calculation result based on the field test data.

     

  • MINDLIN R D. Force at point in the interior of a semi infinite solid
    [J]. Physics, 1936, 7(5): 195-202.
    王士杰,张梅,张吉占. 对Mindlin解求地基附加应力的进一步讨论
    邱明兵,刘金砺,秋仁东,等. 基于Mindlin解的单桩竖向附加应力
    罗强,张敏静,张良,等. 路堤荷载作用下高强度桩复合地基土中的应力
    [J]. 四川建筑科学研究,2000,26(1): 51-54. WANG Shijie, ZHANG Mei, ZHANG Jizhan. Calculating the vertical additional stress in soil by using Mindlin's formula
    蒋关鲁,王海龙,李安洪,等. 土质路基荷载下地基反力试验研究
    [J]. Building Science Research of Sichuan, 2000, 26(1): 51-54.
    吴丽君,蒋关鲁,李安洪,等. 胶济客运专线非饱和原状粉质黏土固结试验
    [J]. 土木工程学报,2014,47(3): 130-137. QIU Mingbing, LIU Jinli, QIU Rendong, et al. Study on vertical additional stress coefficient for the single piles based on Mindlin's stress solution theory
    王景芝,李安洪,肖红兵,等. 饱和全风化花岗岩地基土压缩特性的研究
    [J]. China Civil Engineering Journal, 2014, 47(3): 130-137.
    谢永利,潘秋元,曾国熙,等. 应用离心模型试验研究软基变形性状
    中国中铁二院工程集团有限有限责任公司,西南交通大学. 客运专线中等压缩性土地基沉降特性及处理技术研究总报告
    铁道第四勘察设计院. TB100412003 铁路工程地质原位测试规程
    [J]. 西南交通大学学报,2010,45(5): 780-786. LUO Qiang, ZHANG Minjing, ZHANG Liang, et al. Additional stress in high-strength pile composite foundation under embankment load
    [J]. Journal of Southwest Jiaotong University, 2010, 45(5): 780-786.
    吴丽君,蒋关鲁,李安洪. 基于PLAXIS的非饱和土地基沉降计算分析
    PERLOFF W H, BALADI G Y. Stress distribution within and under long elastic embankments
    HASEBE N, WANG X F. Irregular elastic half-plane gravity problem
    [J]. 铁道学报,2012,34(6): 69-74. JIANG Guanlu, WANG Hailong, LI Anhong, et al. Experimental study on ground reaction under subgrade
    温特科恩 H F. 基础工程手册
    [J]. Journal of the China Railway Society, 2012, 34(6): 69-74.
    吴丽君. 高速铁路非饱和土固结压缩特性及地基加固技术研究
    [J]. 铁道建筑,2009(5): 100-104. WU Lijun, JIANG Guanlu, LI Anhong, et al. Consolidation test of unsaturated and undisturbed silt clay of Jiaozhou-Jinan passenger dedicated line
    [J]. Railway Engineering, 2009(5): 100-104.
    [J]. 铁道建筑,2009(6): 73-76. WANG Jingzhi, LI Anhong, XIAO Hongbing, et al. Study on compression property of saturated full-weathered granite subsoil
    [J]. Railway Engineering, 2009(6): 73-74.
    [J]. 岩土工程学报,1995,17(4): 45-50. XIE Yongli, PAN Qiuyuan, ZENG Guoxi, et al. Study on deformation behavior of soft clay ground with centrifugal model test
    [J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 45-50.
    [R]. 成都:中国中铁二院工程集团有限有限责任公司,2012.
    [S]. 北京:中国铁道出版社,2003.
    [J]. 铁道建筑,2011(6): 86-89. WU Lijun, JIANG Guanlu, LI Anhong. Analysis of unsaturated soil foundation settlement of high-speed railway by PLAXIS finite element program
    [J]. Railway Engineering, 2011(6): 86-89.
    [J]. Highway Research Record, 1967, 181: 12-40.
    [J]. International Journal of Rock Mechanics Mining Sciences, 2003, 40: 863-875.
    [M]. 钱鸿缙,叶书麟,译. 北京:中国建筑工业出版社,1983: 218-243.
    [D]. 成都:西南交通大学土木工程学院,2011.
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