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高速铁路土工格栅加筋膨胀土边坡作用机制

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土工格栅加筋处治是解决膨胀土边坡问题的关键技术.为深入研究格栅与膨胀土相互作用机制,依托南宁铁路改柳南线工程,开展加筋设计及格栅抗拔稳定性计算.将考虑膨胀土侧向膨胀影响及格栅反包约束作用的设计方案应用于实际工程中,并通过预埋设的监测元件,对自然降雨-蒸发气候下加筋边坡的含水率、应力、位移及格栅应变的变化特征进行长期监测.研究结果表明:在考虑侧向膨胀及格栅约束的影响下,土工格栅的抗拔稳定安全系数仍满足规范要求.基于监测数据发现,受大气环境影响,体积含水率的波动幅度由浅至深逐渐减弱;格栅应变变化趋势与土体应力变化趋势基本一致,随季节性干湿气候呈"波浪"式变化;靠近坡面土体受大气干湿循环的影响更为显著,对降雨入渗敏感,其土工格栅应变变化迅速,峰值出现时间早;格栅应变峰值远小于格栅允许拉应变,且边坡累积水平位移量较小,表明加筋边坡滑移破坏风险较低;在降雨过程中,格栅对边坡土体施加弹性约束,允许坡面发生一定程度的膨胀,释放坡体因增湿产生的膨胀势,从而避免边坡因侧向应力增大形成渐进式滑坡,体现了土工格栅加筋膨胀土边坡"以柔治胀"的作用机制.研究成果可为高速铁路膨胀土边坡的土工格栅加筋设计与施工提供理论和技术支撑.
Action mechanism of geogrid reinforced expansive soil slope in high-speed railway
Geogrid reinforced treatment is a key technology to solve the problem of expansive soil slope.In order to study the interaction mechanism between geogrid and expansive soil,the reinforcement design and the calculation of the geogrid pullout stability were carried out based on the south line of the Guinan railway project.Design solutions that consider the lateral swelling of expansive soils and the restraint effect of geogrid were used in actual projects.The change characteristics of moisture content,stress,geogrid strain and displacement of reinforced slope under natural rainfall and evaporation climate were monitored through on-site buried monitoring elements.The results are shown as follows.Under the influence of lateral swelling and geogrid restraint,the safety factor of geogrid still meets the specification requirements.Based on the monitoring data,it is found that the fluctuation of volumetric moisture content gradually decreases from shallow to deep due to the influence of the atmospheric environment.The tendency of geogrid strain is the same as the tendency of soil stress,which changes in a"wave"pattern with seasonal dry and wet climates.The soil near the slope surface is more significantly influenced by the dry and wet cycles of the atmosphere and is sensitive to rainfall infiltration,with more rapid changes in geogrid strain and earlier peak time.The peak strain of the geogrid is much smaller than the allowable tensile strain,and the accumulated horizontal displacement of the slope is small,indicating that the risk of slip damage of the reinforced slope is lower.During the rainfall process,the geogrid exerts elastic restraint on the soil,allowing a certain degree of swelling of the slope surface,releasing the swelling potential of the slope due to humidification,thus avoiding progressive landslides resulting from increased lateral stress on the slope.The mechanism of"controlling swelling with flexibility"of geogrid reinforced expansive soil slope is fully reflected.The research results can provide theoretical and technical support for the design and construction of high-speed railway geogrid reinforced expansive soil slopes.

high-speed railwayreinforced expansive soil slopegeogrid-soil interactionon-site monitoringsoil displacements

张锐、周豫、兰天、郑健龙、刘昭京、李彬

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长沙理工大学 交通运输工程学院,湖南 长沙 410114

湖南科技大学 土木工程学院,湖南 湘潭 411201

中国铁路南宁局集团有限公司,广西 南宁 530029

中铁五局集团有限公司,湖南 长沙 410117

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高速铁路 加筋膨胀土边坡 筋土相互作用 现场监测 土体位移

国家自然科学基金资助项目中国国家铁路集团有限公司科技研究开发计划课题

51978085K2020G036

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(1)
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