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搅拌桩+管桩+桩间旋喷桩支护技术在富水砂土地区的应用

Application of Mixing Pile+Pipe Pile+Inter Pile Rotary Spray Pile Support Technology in Water Rich Sandy Soil Areas

  • 摘要: 由于地质条件的复杂多变,基坑支护设计必须因地而异。在富水砂土地区,不当的支护体系容易导致基坑渗水、漏水,进而产生安全隐患,影响施工安全、质量和进度。传统的施工中,往往采用地下连续墙、灌注桩排桩+止水帷幕进行支护施工,但是该方法造价高、施工速度慢。因此,本研究采用搅拌桩+管桩间旋喷桩的综合支护体系和施工技术,以解决上述问题。通过MADIS/GTS软件进行数值模拟、现场监测、对比分析,对新型支护体系的性能进行综合评估。数值模拟和现场监测的结果表明,该体系能够有效隔离地下水,水位降深小,止水帷幕的防水效果好。模拟冠梁最不利位移为12.50 mm,现场监测最大位移为12.70 mm,二者数值相近,表明该体系安全可靠。与灌注桩排桩冠梁施工相比,该体系能够有效杜绝破除桩头的噪音和粉尘污染。实测开挖面2.5 m、5.0 m、7.5 m处的深层水平位移最大值分别为9.22 mm、10.30 mm、9.91 mm,模拟数值能够有效覆盖实测数值。与地下连续墙、灌注桩排桩+止水帷幕支护系统相比,该施工体系具有工厂预制、无需养护、施工周期减半,综合造价低等优点,施工周期缩短一半,综合造价节省一半。该体系适用于富水砂土地区,具有显著的经济和社会效益,值得在相似地区同类工程中进行推广应用。

     

    Abstract: Due to the ever-changing and complex geological conditions, the design of foundation pit support must vary from place to place. In areas with rich water and sandy soil, improper support systems can easily lead to water seepage and leakage in foundation pits, resulting in safety hazards and affecting construction safety, quality, and progress. In traditional construction, underground continuous walls, cast-in-place pile rows, and waterproof curtains are often used for support construction, but this method has high cost and slow construction speed. Therefore, this article studies the comprehensive support system and construction technology using mixing piles and rotary jet grouting piles between pipe piles. Through numerical simulation, on-site monitoring, and comparative analysis using MADIS/GTS software, the following conclusions are drawn: considering the simulation analysis and on-site monitoring of groundwater, this system can effectively isolate groundwater, with small water level drop and good waterproof effect of the waterproof curtain. The most unfavorable displacement of the simulated crown beam is 12.50 mm, and the maximum displacement monitored on site is 12.70 mm. The values of the two are similar, safe and reliable. At the same time, compared with the construction of the cast-in-place pile row crown beam, it can effectively eliminate the noise and dust pollution caused by breaking the pile head. The maximum horizontal displacement of deep layers at 2.5 m, 5.0 m, and 7.5 m of the excavation surface was measured to be 9.22 mm, 10.30 mm, and 9.91 mm, respectively. The simulated values above the excavation surface can effectively cover the measured values. Compared with underground continuous walls, cast-in-place pile rows, and waterproof curtain support systems, this construction system has the advantages of factory prefabrication, no maintenance required, half construction period, and low comprehensive cost. The construction period is shortened by half, and the comprehensive cost is saved by half. This system is suitable for water rich sandy soil areas and has significant economic and social benefits. It is worth promoting and applying in similar projects in similar areas.

     

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