首页|水泥搅拌桩处理道路软土地基效果研究

水泥搅拌桩处理道路软土地基效果研究

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为探究道路软土地基的处理问题,文中采用水泥搅拌桩作为主要的处理方法,对地基进行了换填处理、水泥搅拌桩加固,并对填土高度随累计天数的变化趋势进行分析.研究结果表明,在填筑初期阶段,地基的承载能力逐渐适应填土的增加,沉降速率保持在较低水平.然而,随着填筑工作的持续推进,沉降速率明显变大.在填筑完成的90d内,沉降趋势已逐渐放缓,地基的承载能力已趋于稳定.此外,在桩顶区域的5m范围内,沉降量最为显著,最大沉降量出现在桩顶位置.这主要是因为桩顶区域的土体在受到桩身支撑的同时,也承受着来自上部填筑土体的压力.
Research on the Effect of Cement Mixing Pile in Treating Soft Soil Foundation of Roads
In order to explore the treatment of road soft soil foundation,this article adopts cement mixing piles as the main treatment method,and carries out replacement and filling treatment and cement mixing pile reinforcement on the foundation.And analyze the trend of the change in filling height with the cumulative number of days.The research results indicate that in the initial stage of filling,the bearing capacity of the foundation gradually adapts to the increase of filling soil,and the settlement rate remains at a relatively low level.However,as the filling work continues to advance,the settlement rate significantly increases.Within 90 days of completion of filling,the settlement trend has gradually slowed down and the bearing capacity of the foundation has stabilized.In addition,within a 5m range of the pile top area,the settlement is most significant,with the maximum settlement occurring at the pile top position.This is mainly because the soil in the pile top area is suppor-ted by the pile body and also bears pressure from the upper filling soil.

Cement mixing pileRoadbedSoft soil foundation

沈宝飞

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迅捷交通科技集团有限公司,福建 福州 350002

水泥搅拌桩 路基 软土地基

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(7)