珊瑚礁砂地质下振冲碎石桩与振管碎石桩加固效果对比研究
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Comparative study on reinforcement effect of vibro-replacement stone column and vibrating tube stone column in coral reef sand geology
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    摘要:

    随着“一带一路”中岛礁吹填工程的建设,珊瑚礁砂地基处理问题越来越受到工程界的关注。碎石桩作为砂土地基中的一种有效处理方式,主要有振冲碎石桩和振管碎石桩两种施工工艺。依托沙特红海某岛礁地基处理项目,开展振冲和振管碎石桩典型试验区,阐述了其对土体的加固原理,从静力触探试验(cone penetration test,CPT)、平板载荷试验(plate load test,PLT)和区域载荷试验(zone load test,ZLT)检测分析入手,运用Settle 3软件进行沉降计算,并且对比两者的施工工艺、施工效率和加固效果。结果表明:10%和12.5%置换率均可满足承载力、沉降以及抗液化设计需求;同种置换率条件下,振管碎石桩对于土体加固效果优于振冲碎石桩,但其工效低于振冲碎石桩。试验结果可为类似珊瑚礁砂地基处理方法选择提供一定的参考。

    Abstract:

    With the construction of island reclamation projects in “the Belt and Road” , the problem of coral reef sand foundation treatment has attracted more and more attention from the engineering community.As an effective treatment method for sandy condition, stone columns mainly include two construction techniques:vibro-replacement stone column and vibrating tube stone column.Relying on the ground improvement project in the Red Sea of Saudi Arabia, a typical test area of vibro-replacement stone column and vibrating tube stone column is carried out, and the principle of soil reinforcement by stone column is explained.Starting from cone penetration test(CPT), plate load test(PLT) and zone load test(ZLT)detection and analysis, settlement calculation is carried out using Settle 3 software, and the construction technology, construction efficiency and reinforcement effect of the two are compared.The results show that both 10% and 12.5% replacement rates can meet the design requirements of bearing capacity, settlement and anti-liquefaction;under the same replacement rate conditions, the vibrating tube stone column has a better effect on soil reinforcement than vibro-replacement stone column, but its work efficiency is lower than that of the vibro-replacement stone column.The test results can provide some reference for the selection of foundation treatment methods for similar coral reef sand.

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李 为,罗洪高,梅涛涛,等.珊瑚礁砂地质下振冲碎石桩与振管碎石桩加固效果对比研究[J].水运工程,2025(10):209-216.

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  • 在线发布日期: 2025-10-20
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