岩土力学 ›› 2021, Vol. 42 ›› Issue (8): 2151-2159.doi: 10.16285/j.rsm.2020.1645

• 基础理论与实验研究 • 上一篇    下一篇

主动排水固结法气举降水效应模型试验研究

吴慧明1,赵子荣1,林小飞1,史建乾1,龚晓南2   

  1. 1. 浙江开天工程技术有限公司,浙江 宁波 315000;2. 浙江大学 滨海与城市岩土工程研究中心,浙江 杭州 310058
  • 收稿日期:2020-11-04 修回日期:2021-03-19 出版日期:2021-08-11 发布日期:2021-08-16
  • 作者简介:吴慧明,女,1967年生,博士,教授级高级工程师,主要从事岩土工程等领域的科研与生产工作。
  • 基金资助:
    宁波市科技创新2025重大专项(No. 2019B10047);宁波市交通运输科技计划项目(No. 202106)。

Model test of active drainage consolidation method on air-lift effect

WU Hui-ming1, ZHAO Zi-rong1, LIN Xiao-fei1, SHI Jian-qian1, GONG Xiao-nan2   

  1. 1. Kaitian Engineering Technology Co., Ltd., Ningbo, Zhejiang 315000, China; 2. Center for Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, Zhejiang 310058, China
  • Received:2020-11-04 Revised:2021-03-19 Online:2021-08-11 Published:2021-08-16
  • Supported by:
    This work was supported by the Ningbo Science and Technology Innovation 2025 Major Project(2019B10047) and the Ningbo Transportation Technology Plan Project(202106).

摘要: 高压气溶胶解构排水固结法是一种新型主动排水技术,通过在设置竖向排水通道的土体内旋射高压气溶胶,起到深部立体排水、深层增压及气举降水三大作用,有效提高了排水效率。针对气举降水作用,采用自主研制的大尺寸气举模型试验装置,分别以下部介质、周围介质、注气气压、注气深度、竖向排水体直径与长度等为变量进行了一系列的试验研究。研究结果表明:周围介质对气举降水深度影响很小、但对降水速度影响很大;注气压力与最大气举降水深度并非正比关系,只有注气压力与竖向排水体直径匹配良好时才能达到最大气举降水深度;当竖向排水体直径一定时,注气深度决定了最大降水深度与降水速率。该研究成果可指导该项主动排水技术的工程实施,也为深入研究气举降水机制提供依据

关键词: 高压气, 气溶胶, 解构, 排水固结, 气举效应, 模型试验

Abstract: Aerosol injection technology (AIT) is a new type of active drainage technology. Aerosol injection is carried out in an injection hole through a rotating pipe with a high-pressure pump, which plays three major roles including deep three-dimensional drainage, deep pressurization and air-lift precipitation to improve drainage efficiency. Aiming at the effect of air-lift precipitation, a large-scale air-lift model test device has been independently developed, and a series of experimental studies has been carried out on variables such as the lower medium, surrounding medium, air injection pressure, air-lift drainage channel size and air injection depth. The research results show that: 1) The surrounding medium has little effect on the air-lift precipitation depth but has a great impact on the water level drop speed; 2) The air injection pressure is not directly proportional to the maximum air-lift precipitation depth. The maximum air-lift precipitation depth can only be reached when the air injection pressure is well matched with the diameter of the vertical drainage body; 3) When the diameter of the vertical drainage body is constant, the air injection depth determines the maximum precipitation depth and precipitation rate. The research results can guide the implementation of AIT and provide a basis for further study on the air-lift precipitation mechanism of AIT.

Key words: high-pressure air, aerosol, structure decomposition, drainage consolidation, air-lift effect, model test

中图分类号: TU 447
[1] 来志强, 白盛元, 陈林, 邹维列, 徐书岭, 赵连军, . 环式管袋堆场蓄淤脱水特性试验研究[J]. 岩土力学, 2025, 46(9): 2805-2815.
[2] 黄大维, 卢文剑, 罗文俊, 余珏, . 盾构隧道同步注浆对砂土地层竖向位移与周围土压力影响试验研究[J]. 岩土力学, 2025, 46(9): 2837-2846.
[3] 宋伟涛, 张佩, 杜修力, 林庆涛, . 土性对浅埋盾构隧道施工地层响应影响研究[J]. 岩土力学, 2025, 46(7): 2179-2188.
[4] 倪睿思, 肖世国, 吴兵, 梁瑶, . 基于非线性井阻的饱和软弱土无砂增压式真空预压分析方法[J]. 岩土力学, 2025, 46(7): 2160-2172.
[5] 梁庆国, 李景, 张崇辉, 刘彤彤, 孙志涛, . 基底均匀膨胀作用下黄土−泥岩复合地层隧道衬砌力学响应研究[J]. 岩土力学, 2025, 46(6): 1811-1824.
[6] 杨柏, 覃超, 张银海, 王威, 肖世国, . 下伏溶洞的高嵌岩比基桩承载特性模型试验[J]. 岩土力学, 2025, 46(6): 1839-1850.
[7] 刘红帅, 杨健生, 宋东松, 孙强强, . 近场脉冲和非脉冲地震动作用下干砂场地响应的离心振动台模型试验研究[J]. 岩土力学, 2025, 46(5): 1429-1441.
[8] 石湛, 章铁军, 李美香, 陶司记, 伯音, 李云波, . 泥水平衡盾构仓内水平冻结温度场的模型试验[J]. 岩土力学, 2025, 46(5): 1534-1544.
[9] 柴红涛, 文松霖, . 组合荷载作用下桩基承载力屈服包络线特性离心模型试验研究[J]. 岩土力学, 2025, 46(5): 1556-1562.
[10] 任一青, 陈保国, 任国卿, 杨振忠, 徐方. 涵顶-涵侧减载条件下高填方箱涵施工期受力特性[J]. 岩土力学, 2025, 46(4): 1153-1162.
[11] 贺鹏, 杨传馨, 石少帅, 胡杰, 吴威涛, 陈岩, 麻正虎, . 节理岩体隧道块体度解构统一量化分级方法及应用[J]. 岩土力学, 2025, 46(4): 1252-1263.
[12] 裴媛媛, 龙建辉, 郭师苡, 安成纪, 翁杭雨, 张吉宁, . 不同荷载作用下折角式加筋土挡墙应力-应变特征模型试验研究[J]. 岩土力学, 2025, 46(2): 539-550.
[13] 吴学震, 夏亚歆, 李大勇, 游先辉, 单宁康, 肖贞科, 陈祥, . 新型劲性水泥土组合桩内界面抗剪强度试验研究[J]. 岩土力学, 2025, 46(2): 467-478.
[14] 王兵, 胡小波, 孔楠楠. 真空联合电渗加固超细颗粒疏浚土试验研究[J]. 岩土力学, 2025, 46(11): 3523-3533.
[15] 刘文静, 邓辉, 周昕. 地震作用下含双层韧性剪切带高陡岩质边坡动力响应研究[J]. 岩土力学, 2025, 46(11): 3534-3548.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!