城市道路绿化带土壤改良技术应用
作者:
作者单位:

武汉临空经济区建设投资开发集团有限公司,湖北 武汉 432200

作者简介:

王莹(1981—), 女, 硕士, 高级工程师, 从事建筑业、房地产开发。

通讯作者:

中图分类号:

TU997

基金项目:


Application of Soil Improvement Technology in Urban Road Greenbelts
Author:
Affiliation:

Wuhan Airport Economic Zone Construction Investment and Development Group Co., Ltd., Wuhan 432200, China

Fund Project:

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    摘要:

    在城市道路绿化带的长期使用过程中,受机动车荷载持续作用以及路基填料混入等因素影响,导致绿化带土壤普遍面临容重增加、结构紧实板结、水分渗透能力减弱和养分供应不足等问题。通过分析城市主干道绿化带土壤物理性能退化的内在机制,提出一种将膨润土沸石粉复合改良材料与盲管排水系统相协同的技术方案。依托室内实验研究,明确了改良材料的最优配比组合,构建了暗管排水系统的水力计算模型,并将该技术应用于某城市快速路绿化带建设工程。工程应用结果表明,该技术可使土壤容重降幅超过0.25 g/cm3,土壤饱和导水率提升至原有土壤的3.5倍,绿化植物成活率提高至92%以上,为城市道路绿化土壤的修复治理提供了具有实际应用价值的技术路径。

    Abstract:

    During the long-term use of urban road greenbelts, caused by factors such as continuous action of motor vehicle loads and mixing of subgrade fillers, the soil of the greenbelts generally faces the problems such as increased bulk density, compact and hard structure, weakened water permeability and insufficient nutrient supply. By analyzing the internal mechanism of soil physical property degradation in urban main road greenbelts, an improvement technical scheme that combines bentonite zeolite powder composite improvement material with blind pipe drainage system is proposed. Based on laboratory experiments, the optimal ratio combination of the improvement material is determined, a hydraulic calculation model of the blind pipe drainage system is constructed, and the proposed technology is applied to the greenbelt construction project of an urban expressway. The results of engineering application show that this technology can reduce the soil bulk density by more than 0.25 g/cm3, increase the saturated hydraulic conductivity to 3.5 times that of the original soil, and raise the survival rate of green plants to more than 92%, providing a technical path of practical application value for the restoration and management of urban road greenbelt soil.

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引用本文

王莹, 张锴, 谭超.城市道路绿化带土壤改良技术应用[J].城市道桥与防洪,2026,(7):450-455.

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  • 收稿日期:2026-04-03
  • 最后修改日期:2026-04-23
  • 录用日期:2026-04-27
  • 在线发布日期: 2026-07-09
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