Volume 39 Issue 1
Feb.  2025
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(1): 132-138
WANG Guo-feng, PAN Xiu-ming, WANG Gui-he. Dewatering Technology of Vacuum Deep Well and Its Application Study in the Construction of Metro Engineering in Beijing[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(4): 173-178.
Citation: Zhang Ronghua, Wang Yujie, Dong Chao, Wang Xinyu, Jiang Hongguang, Yao Zhanyong. Correlation analysis between subgrade compaction state and rolling dynamic soil pressure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(1): 132-138. doi: 10.20265/j.cnki.issn.1007-2993.2023-0534
shu

Correlation analysis between subgrade compaction state and rolling dynamic soil pressure

doi: 10.20265/j.cnki.issn.1007-2993.2023-0534
  • 1.

    Shandong Expressway Jiqing Middle Line Highway Co., Ltd., Weifang 261500, Shandong, China

  • 2.

    School of Qilu Transportation, Shandong University, Jinan 250061, Shandong, China

  • Received Date: 2023-05-09
  • Accepted Date: 2023-11-08
  • Rev Recd Date: 2023-09-17
  • Publish Date: 2025-02-21
    Abstract
  • To ensure subgrade compaction quality, the correlation between compaction state and rolling dynamic soil pressure was investigated. An indoor calibration test of soil pressure sensors was conducted, revealing a difference of over 65% between the sand calibration coefficient and the manufacturer's coefficient. This emphasized the necessity of selecting the medium based on actual engineering conditions for calibration. The relationship between the calibration coefficient and compaction state was clarified, leading to the establishment of a calibration coefficient - sand compaction degree curve and a normalization equation. Field measurements show that correcting measured values using actual medium calibration coefficients reduces the deviation from the Boussinesq theoretical solution by an average of 29.4%, compared to using the manufacturer’s coefficients.

     

    • FullText(HTML)
    • References(18)
  • [1]
    夏志远, 王 率, 任延斌. 某山区高填方路基边坡失稳机制分析研究[J]. 岩土工程技术,2022,36(5):371-376. (XIA Z Y, WANG S, REN Y B. Analysis and research on instability and sliding mechanism of high fill subgrade slope in a mountainous area[J]. Geotechnical Engineering Technique,2022,36(5):371-376. (in Chinese) doi: 10.3969/j.issn.1007-2993.2022.05.005

    XIA Z Y, WANG S, REN Y B. Analysis and research on instability and sliding mechanism of high fill subgrade slope in a mountainous area[J]. Geotechnical Engineering Technique, 2022, 36（5）: 371-376. (in Chinese) doi: 10.3969/j.issn.1007-2993.2022.05.005
    [2]
    魏佩顺. 斜坡路基边坡中路堤位移及应力影响参数研究[J]. 岩土工程技术,2019,33(3):162-165,177. (WEI P S. Study on influence parameters of embankment displacement and stress in slope subgrade slope[J]. Geotechnical Engineering Technique,2019,33(3):162-165,177. (in Chinese) doi: 10.3969/j.issn.1007-2993.2019.03.009

    WEI P S. Study on influence parameters of embankment displacement and stress in slope subgrade slope[J]. Geotechnical Engineering Technique, 2019, 33（3）: 162-165,177. (in Chinese) doi: 10.3969/j.issn.1007-2993.2019.03.009
    [3]
    李 晋, 姜 鹏, 李天宇, 等. 液压夯补强路基动力响应现场试验研究[J]. 公路交通科技,2022,39(9):67-74. (LI J, JIANG P, LI T Y, et al. In-situ experimental study on dynamic response of subgrade reinforced by hydraulic impactor[J]. Journal of Highway and Transportation Research and Development,2022,39(9):67-74. (in Chinese) doi: 10.3969/j.issn.1002-0268.2022.09.009

    LI J, JIANG P, LI T Y, et al. In-situ experimental study on dynamic response of subgrade reinforced by hydraulic impactor[J]. Journal of Highway and Transportation Research and Development, 2022, 39（9）: 67-74. (in Chinese) doi: 10.3969/j.issn.1002-0268.2022.09.009
    [4]
    李国维, 米帅奇, 仇红超, 等. 深埋盖板涵路基填土应力场分布特征试验研究[J]. 岩石力学与工程学报,2022,41(11):2311-2319. (LI G W, MI S Q, QIU H C, et al. Experimental study on stress field distribution characteristics of slab-culvert under high embankments[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(11):2311-2319. (in Chinese)

    LI G W, MI S Q, QIU H C, et al. Experimental study on stress field distribution characteristics of slab-culvert under high embankments[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41（11）: 2311-2319. (in Chinese)
    [5]
    ZHANG D, WEI J, WEI P, et al. An experimental investigation of mechanical properties within geosynthetic-reinforced and pile-supported embankments[C]//Proceedings of the 3rd International Conference on Railway Engineering: Construction and Maintenance of Railway Infrastructure in Complex Environment. Beijing, 2014: 371-376.
    [6]
    于友朋. 农田无线土壤压力传感器及监测系统研究与开发[D]. 哈尔滨: 东北农业大学, 2017. (YU Y P. Research and development of farmland wireless soil pressure sensor and monitoring system[D]. Harbin: Northeast Agricultural University, 2017. (in Chinese)

    YU Y P. Research and development of farmland wireless soil pressure sensor and monitoring system[D]. Harbin: Northeast Agricultural University, 2017. (in Chinese)
    [7]
    徐镜先. 农田多向无线土压力传感器及监测系统的研究[D]. 哈尔滨: 东北农业大学, 2020. (XU J X. Research of farmland multidirectional wireless earth pressure sensor and monitoring system[D]. Harbin: Northeast Agricultural University, 2020. (in Chinese)

    XU J X. Research of farmland multidirectional wireless earth pressure sensor and monitoring system[D]. Harbin: Northeast Agricultural University, 2020. (in Chinese)
    [8]
    梁 雨, 梅国雄, 蒋明杰, 等. 土压力盒标定试验研究及工程应用[J]. 广西大学学报(自然科学版),2021,46(2):245-252. (LIANG Y, MEI G X, JIANG M J, et al. Investigation on calibration of earth pressure cell and its on-site application[J]. Journal of Guangxi University (Natural Science Edition),2021,46(2):245-252. (in Chinese)

    LIANG Y, MEI G X, JIANG M J, et al. Investigation on calibration of earth pressure cell and its on-site application[J]. Journal of Guangxi University (Natural Science Edition), 2021, 46（2）: 245-252. (in Chinese)
    [9]
    李 升, 周 琳, 施尚伟, 等. 一种提高电阻应变式土压力盒灵敏度的方法[J]. 建筑结构,2022,52(S1):2946-2950. (LI S, ZHOU L, SHI S W, et al. A method for improving sensitivity of the earth pressure cell of resistance strain type[J]. Building Structure,2022,52(S1):2946-2950. (in Chinese)

    LI S, ZHOU L, SHI S W, et al. A method for improving sensitivity of the earth pressure cell of resistance strain type[J]. Building Structure, 2022, 52（S1）: 2946-2950. (in Chinese)
    [10]
    李春林, 陈青春, 丁启朔. 用于土壤压实监测的土压力传感器标定[J]. 实验技术与管理,2010,27(4):63-66. (LI C L, CHEN Q C, DING Q S. Calibration of soil pressure sensors for soil compaction monitoring[J]. Experimental Technology and Management,2010,27(4):63-66. (in Chinese) doi: 10.3969/j.issn.1002-4956.2010.04.019

    LI C L, CHEN Q C, DING Q S. Calibration of soil pressure sensors for soil compaction monitoring[J]. Experimental Technology and Management, 2010, 27（4）: 63-66. (in Chinese) doi: 10.3969/j.issn.1002-4956.2010.04.019
    [11]
    孔祥松, 许壮壮, 胡经尧, 等. 基于相似试验的土压力盒便捷标定方法[J]. 矿业研究与开发,2021,41(9):56-60. (KONG X S, XU Z Z, HU J Y, et al. Convenient calibration method of earth pressure cell based on similarity test[J]. Mining Research and Development,2021,41(9):56-60. (in Chinese)

    KONG X S, XU Z Z, HU J Y, et al. Convenient calibration method of earth pressure cell based on similarity test[J]. Mining Research and Development, 2021, 41（9）: 56-60. (in Chinese)
    [12]
    任连伟, 肖 扬, 顾红伟. 砂土介质中多类型土压力盒标定试验[J]. 河海大学学报(自然科学版),2016,44(2):155-159. (REN L W, XIAO Y, GU H W, et al. Experimental study on calibration tests of earth pressure cells in sand soil[J]. Journal of Hohai University (Natural Sciences),2016,44(2):155-159. (in Chinese)

    REN L W, XIAO Y, GU H W, et al. Experimental study on calibration tests of earth pressure cells in sand soil[J]. Journal of Hohai University (Natural Sciences), 2016, 44（2）: 155-159. (in Chinese)
    [13]
    简 筝, 赵国彦, 王 玺, 等. 砂土介质振弦式土压力盒标定试验[J]. 黄金科学技术,2020,28(4):541-549. (JIAN Z, ZHAO G Y, WANG X, et al. Calibration tests of vibrating wire earth pressure cells in sand soil[J]. Gold Science and Technology,2020,28(4):541-549. (in Chinese)

    JIAN Z, ZHAO G Y, WANG X, et al. Calibration tests of vibrating wire earth pressure cells in sand soil[J]. Gold Science and Technology, 2020, 28（4）: 541-549. (in Chinese)
    [14]
    蔡正银, 代志宇, 徐光明, 等. 离心模型试验中界面土压力盒标定方法研究[J]. 水利学报,2020,51(6):695-704. (CAI Z Y, DAI Z Y, XU G M, et al. Study on calibration method of interface soil pressure sensor in centrifugal model test[J]. Journal of Hydraulic Engineering,2020,51(6):695-704. (in Chinese)

    CAI Z Y, DAI Z Y, XU G M, et al. Study on calibration method of interface soil pressure sensor in centrifugal model test[J]. Journal of Hydraulic Engineering, 2020, 51（6）: 695-704. (in Chinese)
    [15]
    郭永兴, 张东生, 孟 汇, 等. 土壤介质对土压传感器测量准确度的影响研究[J]. 地下空间与工程学报,2014,10(2):369-373,384. (GUO Y X, ZHANG D S, MENG H, et al. Influence of earth medium on earth pressure sensor measurement[J]. Chinese Journal of Underground Space and Engineering,2014,10(2):369-373,384. (in Chinese)

    GUO Y X, ZHANG D S, MENG H, et al. Influence of earth medium on earth pressure sensor measurement[J]. Chinese Journal of Underground Space and Engineering, 2014, 10（2）: 369-373,384. (in Chinese)
    [16]
    赵世永. 结构界面单膜电阻式微型土压力盒室内砂土标定方法研究[J]. 河南科学,2022,40(1):39-45. (ZHAO S Y. Laboratory sand calibration method of single membrane resistance miniature earth pressure cell set on the structural surface[J]. Henan Science,2022,40(1):39-45. (in Chinese) doi: 10.3969/j.issn.1004-3918.2022.01.006

    ZHAO S Y. Laboratory sand calibration method of single membrane resistance miniature earth pressure cell set on the structural surface[J]. Henan Science, 2022, 40（1）: 39-45. (in Chinese) doi: 10.3969/j.issn.1004-3918.2022.01.006
    [17]
    曾 力, 鲁臻臻, 李明宇, 等. 温度影响下不同含水率细砂中土压力盒测试结果试验研究[J]. 力学与实践,2022,44(1):100-108. (ZENG L, LU Z Z, LI M Y, et al. Experimental study on test results of earth pressure cells buried in fine sand with different moisture content under the influence of temperature[J]. Mechanics in Engineering,2022,44(1):100-108. (in Chinese) doi: 10.6052/1000-0879-21-231

    ZENG L, LU Z Z, LI M Y, et al. Experimental study on test results of earth pressure cells buried in fine sand with different moisture content under the influence of temperature[J]. Mechanics in Engineering, 2022, 44（1）: 100-108. (in Chinese) doi: 10.6052/1000-0879-21-231
    [18]
    贺红林, 许佳豪, 周战洪, 等. 压阻式压力传感器温度误差的插值补偿方法研究[J]. 电子测量与仪器学报,2021,35(12):1-7. (HE H L, XU J H, ZHOU Z H, et al. Research on interpolation compensation method for temperature error of piezo-resistive pressure sensor[J]. Journal of Electronic Measurement and Instrumentation,2021,35(12):1-7. (in Chinese)

    HE H L, XU J H, ZHOU Z H, et al. Research on interpolation compensation method for temperature error of piezo-resistive pressure sensor[J]. Journal of Electronic Measurement and Instrumentation, 2021, 35（12）: 1-7. (in Chinese)
    • Relative Articles

  • Relative Articles

    [1]Hou Wenteng, Wang Yukui, Du Xiangbo, Zou Chenhao, Sun Kang. Stability Analysis and Reinforcement Design for Soil-like Slope in Operating Highway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(1): 47-51. doi: 10.3969/j.issn.1007-2993.2024.01.008
    [2]Zhang Ruisong, Tang Hui, Gao Jianzhong. Uniformity Evaluation of Compacted Fill Foundation with Large Thickness in Yan'an New District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2020, 34(1): 24-26,52. doi: 10.3969/j.issn.1007-2993.2020.01.005
    [3]Xu Hanbao, Cui Zizhi, Shen Supin. Freeze-thaw Deformation of Compacted Sandy Soil in Yinchuan Plain under Closed System[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(5): 263-266. doi: 10.3969/j.issn.1007-2993.2019.05.004
    [4]Chen Jie, Zhang Yonghao, Wang Qinghai. Research on Permeability of Compacted Bentonite with Fracture[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(1): 41-44. doi: 10.3969/j.issn.1007-2993.2014.01.010
    [5]Song Lianliang, Chen Changyan. Research of Settlement Characteristics for High Filling Subgrade in One Beijing Highway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(2): 78-82,86. doi: 10.3969/j.issn.1007-2993.2013.02.006
    [6]Chen Jiang, Li Chaozheng, Li Wei. Compaction Degree Accessing Method Based on Three Points Compacted Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 109-112,132. doi: 10.3969/j.issn.1007-2993.2011.03.001
    [7]SHI Diansheng, JIA Xuemin, WANG Kejia. The Compositive Detection Optimization Assessment of the Treatment Project Using Grouting in the Mined Out Area Beneath the Highway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(2): 84-88. doi: 10.3969/j.issn.1007-2993.2010.02.008
    [8]Wang Yanling. Construction Technology and Quality-control Methods of Cast-in-Situ Hollow Pipe Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(5): 260-262.
    [9]Yang Tianchun, Xiao Qiaoling. Discussion on Testing Soil Compactness by Rayleigh Wave Exploration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(2): 70-73.
    [10]Shi Weimin, Zheng Yingren. Experiment Research on Compactibility of Gravel-soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(6): 299-302,306.
    [11]YAO Jing-song, CAO Ping. The Slope Stability Analysis of Highway and Research of Treating Measure Fitted into Environmental Protection[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 9-12.
    [12]Zhang Liangguo, Xu Yixian, Wang Yunan. Application of the High Density Resistivity Methodin Hu-Rong Highway Survey[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 187-190.
    [13]Li Zhibin, Ye Guanbao, Xu Chao. Evaluation Factors of Fuzzy Evaluation on Expressway Foundation Treatment Schemes[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 320-323.
    [14]JIANG An-long, GUO Yun-ying, GAO Da-zhao. The Study on Coefficient of Earth Pressure at Rest[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 354-359.
    [15]DENG Zhang-ping, ZHOU Li-xin, LI Hong. Application of the Packaged Reinforced Soil Retaining Wall in Controlling Little Landslide of Expressway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(5): 302-304.
    [16]GU Zhong-hua, GAO Guang-yun, CUI Ke-rui. The Experimental Study on the Optimal Ratio of Added Lime in Expansive Soil of He-Xu Expressway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(5): 286-288.
    [17]DENG Jin-yu. Study on Performance and Construction Technique of Red Sandy Rock in Expressway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(5): 253-257.
    [18]GUO Rui, ZHANG Jian. The Stability Evaluation of Soft soil Foundation in the freeway of Huai'an to Yancheng[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 116-119.
    [19]Reserch and Application of Fill and Ramming Compaction Test in West Area of Henan Province[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(6): 345-348,351.
    • Supplements(0)
    • Cited By
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-040102030
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 20.8 %FULLTEXT: 20.8 %META: 68.8 %META: 68.8 %PDF: 10.4 %PDF: 10.4 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 5.2 %其他: 5.2 %其他: 1.3 %其他: 1.3 %Colombo: 2.6 %Colombo: 2.6 %北京: 9.1 %北京: 9.1 %南京: 2.6 %南京: 2.6 %厦门: 3.9 %厦门: 3.9 %哥伦布: 1.3 %哥伦布: 1.3 %太原: 3.9 %太原: 3.9 %广州: 5.2 %广州: 5.2 %张家口: 22.1 %张家口: 22.1 %成都: 1.3 %成都: 1.3 %昆明: 2.6 %昆明: 2.6 %杭州: 2.6 %杭州: 2.6 %芒廷维尤: 16.9 %芒廷维尤: 16.9 %芝加哥: 2.6 %芝加哥: 2.6 %西宁: 5.2 %西宁: 5.2 %贵阳: 1.3 %贵阳: 1.3 %运城: 1.3 %运城: 1.3 %邯郸: 2.6 %邯郸: 2.6 %郑州: 1.3 %郑州: 1.3 %重庆: 1.3 %重庆: 1.3 %金夏沙: 1.3 %金夏沙: 1.3 %长沙: 1.3 %长沙: 1.3 %龙岩: 1.3 %龙岩: 1.3 %其他其他Colombo北京南京厦门哥伦布太原广州张家口成都昆明杭州芒廷维尤芝加哥西宁贵阳运城邯郸郑州重庆金夏沙长沙龙岩

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(8)  / Tables(5)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (52) PDF downloads(8) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return