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Volume 39 Issue z2
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YE Guan-bao, RAO Feng-rui, ZHANG Zhen, LU Wang-da, SU Ze-hao, XU Shi-lei. Back analysis of performance of high fill embankment on soft soils based on field data[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 62-66. DOI: 10.11779/CJGE2017S2016
Citation: YE Guan-bao, RAO Feng-rui, ZHANG Zhen, LU Wang-da, SU Ze-hao, XU Shi-lei. Back analysis of performance of high fill embankment on soft soils based on field data[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 62-66. DOI: 10.11779/CJGE2017S2016
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Back analysis of performance of high fill embankment on soft soils based on field data

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
    2. Shanghai Yuanhe Construction Engineering Test Co., Ltd., Shanghai 201703, China;
    3. Shanghai Xiandai Architecture, Engineering & Consulting Co., Ltd., Shanghai 200041, China;

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  • Received Date: August 01, 2017
  • Published Date: December 19, 2017
    Graphical Abstract
    • Abstract
  • Constructing high-fill embankment over soft soils will lead to a substantial deformation of foundation, therefore it is necessary to strictly monitor the settlement and pore water pressure of the foundation. A high-fill airport pavement project in Republic of Guyana is introduced. The settlement and pore water pressure are obtained based on the monitoring data. Using the introduced back analysis method based on the monitoring data of settlement and pore water pressure at the first loading stage, the coefficient of consolidation is obtained and the development of settlement at the second stage is predicted. The relationship between the coefficient of pore water pressure and the backfilling rate is proposed based on the field data. The findings and discussions may provide a guide for the monitoring project of high-fill embankment constructed on soft soils.
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    • References (10)
  • [1]
    徐 明, 宋二祥. 高填方长期工后沉降研究的综述[J]. 清华大学学报（自然科学版）, 2009, 49(6): 770-773. (XU Ming, SONG Er-xiang. Review of long-term settling of high fills[J]. Journal of Tsinghua University (Science and Technology), 2009, 49(6): 770-773. (in Chinese))
    [2]
    张 宇, 陈善雄, 余 飞, 等. 南水北调高填方渠道沉降过程计算方法研究[J]. 岩石力学与工程学报, 2014, 33(增刊2): 4367-4374. (ZHANG Yu, CHEN Shan-xiong, YU Fei, et al. Calculation method study of settlement process of high filling channel in south-to-north water diversion project[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 4367-4374. (in Chinese))
    [3]
    朱才辉, 李 宁, 刘明振, 等. 吕梁机场黄土高填方地基工后沉降时空规律分析[J]. 岩土工程学报, 2013, 35(2): 293-301. (ZHU Cai-hui, LI Ning, LIU Ming-zhen, et al. Spatiotemporal laws of post-construction settlement of loess-filled foundation of Lüliang Airport[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2): 293-301. (in Chinese))
    [4]
    马 闫, 王家鼎, 彭淑君, 等. 黄土贴坡高填方变形破坏机制研究[J]. 岩土工程学报, 2016, 38(3): 518-527. (MA Yan, WANG Jia-ding, PENG Shu-jun, et al. Deformation and failure mechanism of high sticking loess slope[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 518-527. (in Chinese))
    [5]
    王家全, 周 健, 丛 林, 等. 高填方加筋新旧路现场试验与数值模拟分析[J]. 岩石力学与工程学报, 2010, 29(增刊1): 2944-2950. (WANG Jia-quan, ZHOU Jian, CONG Ling, et al. Analysis between numerical and field tests of high fill reinforced widening embankment[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S1): 2944-2950. (in Chinese))
    [6]
    ZHANG Y, WANG Y. Numerical simulation study on self-settlement process of high embankment[J]. Advanced Materials Research, 2013, 671-674: 1221-1224.
    [7]
    LIU S C. Study on settlement of high fill embankment on rock slope under complicated stress conditions[J]. Advanced Materials Research, 2012, 368-373: 874-880.
    [8]
    ZHANG Y, YU F, CHEN S X. A Study on the Settlement Character of High Fill Channels[J]. Applied Mechanics and Materials, 2014, 513-517: 2639-2642.
    [9]
    WANG S F, XU X D, YANG C Z. Numerical analysis on the characteristics of settlement deformation of the high rock-filled embankment during the construction period[J]. Advanced Materials Research, 2012, 496: 374-378.
    [10]
    ASAOKA A. Observational procedure for settlement prediction[J]. Soils Found, 1978, 18(4): 87-101.
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