砂砾桩在公路软土地基处理中的试验研究
Experimental study of Sand-gravel pile on Soft Soil Foundation of Highway
由于软土地基所具有的承载能力偏低等特性,对公路的正常安全使用有较大影响,一般在软土地基上进行工程建设时需要对软土地基进行加固处理。本文是在碎石桩处理软土地基原理的基础上,结合实际工程场地工程地质、水文地质特点和施工条件,因地制宜地提出了采用砂砾桩对依托工程地基进行处理,并通过载荷试验、动力触探试验等原位试验对砂砾桩处理依托工程场地效果进行了检验,现场试验结果表明砂砾桩处理该场地软土地基效果明显,可以达到提高地基承载能力、减小地基变形的目的。论文研究成果为类似条件下软弱地基土处理提供了一定的工程试验经验。
Soft soil foundation's characteristics, such as low bearing capacity, have great influence on the normal safety use of the highway. T As a result, the general construction on soft soil foundation requires reinforcement of soft soil foundation. This article is based on the principle of gravel pile treatment of soft soil foundation, combined with the site engineering geological, hydro geological characteristics and construction conditions of the actual project, it suits measures to local conditions to put forward the method to treat the engineering foundation by using the sand-gravel pile. In addition, through some in-situ tests such as the loading test, dynamic penetration test, etc, to check the efficiency of the treatment. Site tests' results show that, the efficiency through the sand-gravel pile treatment on this soft soil foundation is obvious, it can achieve the purpose of increasing foundation capability and reducing the foundation deformation. This research's results provide certain engineering test experience in similar conditions of soft soil foundation treatment.
黄志军、赵文强
公路运输工程水利工程基础科学水工材料
软土地基砂砾桩原位试验地基承载能力
Soft soil foundationSand-gravel pileIn-situ testsFoundation capability
黄志军,赵文强.砂砾桩在公路软土地基处理中的试验研究[EB/OL].(2013-10-02)[2025-08-03].http://www.paper.edu.cn/releasepaper/content/201310-16.点此复制
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