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含水率影响下路基压实多场耦合数值模拟

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研究目的:智能压实作为新兴技术已开始应用于路基工程中,并为施工建设带来了巨大便利.但研究和实践表明,未考虑土体含水率的制约因素已成为影响智能压实测试结果精度的主要原因之一.利用电阻率测试方法实现土体含水率的实时检测,本文模拟在振动压路机振动轮上安装测试电极,建立路基土体的流-固-电耦合分析模型,对不同含水率、激振力条件下的路基变形及电场分布规律开展研究.研究结论:(1)推导得出了路基智能压实过程中,土体应力场、水分场、电场多场耦合方程,利用COMSOL软件建立了数值分析模型,为路基智能压实分析研究提供了一种有效方法;(2)路基的压实变形受土体含水率影响明显,随含水率增加,路基沉降量增加,较大激振力可增加路基的压缩变形量;(3)当增加激振力大小,土体最终含水率数值减小,低于最佳含水率的土体受激振力影响最小,高于最佳含水率的土体受激振力影响最大;(4)路基电阻率随含水率增加而减小,相同土体含水率情况下,较大激振力下的土体电阻率及影响范围小于较小激振力情况;最佳含水率时,激振力大小对电阻率的影响最小;(5)本研究结论可为路基智能压实的发展和推广提供理论和技术支持.
Numerical Simulation of Subgrade Compaction under Influence of Water Content
Research purposes:As a new technology,intelligent compaction has been successfully applied to subgrade engineering,which brings great convenience to construction.However,research and practice show that the failure to consider the influence of soil moisture content has become one of the main reasons that restrict the accuracy of intelligent compaction test results.Based on the method of resistivity measurement of soil moisture content,the test electrode is simulated to be installed on the vibratory roller's vibratory wheel.In this paper,the subgrade analysis model of soil fluid solid electric coupling is established,and the deformation,electric field distribution and evolution laws of soil under different soil moisture content and exciting force conditions are studied.Research conclusions:(1)The coupling equations of soil stress field,moisture field and electric field in the process of subgrade intelligent compaction are derived,and the numerical analysis model is established using COMSOL software,which provides an effective means for the analysis and research of subgrade intelligent compaction.(2)The compaction deformation of subgrade is obviously affected by soil moisture content.The subgrade settlement increases with the increase of water content.Increasing the exciting force can increase the compression deformation of the subgrade,but it takes a long time to achieve stability.(3)When the excitation force is increased,the final water content of soil decreases.The soil with lower than the optimum water content is the least affected by the excitation force.The soil with higher than the optimum water content is most affected by the excitation force.(4)The resistivity decreases with the increase of water content.With the same water content of soil,the resistivity and influence range of soil under larger excitation force are smaller than those under smaller excitation force.At the optimum water content,the effect of the exciting force on the resistivity is minimal.(5)The research conclusions can provide theoretical and practical support for the development and promotion of intelligent compaction technology of subgrade.

intelligent compaction of subgradewater contentresistivitynumerical simulation

常建梅、邓晓琳、赵辉、冯怀平

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石家庄铁道大学,石家庄 050043

路基智能压实 含水率 电阻率 数值模拟

国家自然科学基金项目国家自然科学基金项目中国国家铁路集团有限公司科技研究开发计划合同中央引导地方项目

52272439U22A20233L2023G017236Z5409G

2024

铁道工程学报
中国铁道学会 中国铁路工程总公司 中国中铁股份有限公司

铁道工程学报

CSTPCD北大核心
影响因子:0.996
ISSN:1006-2106
年,卷(期):2024.41(9)
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