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本文介绍了汕头港多用途件杂(1-2)泊位后方堆场采用真空联合堆载预压法处理软基的施工情况,并对粘土密封墙的施工工艺、检测方法进行了进一步规范。得出结论:在表层存在4~12.5m深厚砂层的地质条件下,结合粘土密封墙技术,采用真空预压加固法是可行的。
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This paper presents the successful case of foundation improvement of stacking yard at berths No. 1 and No.2 of Shantou Port by vacuum preloading combined with surcharge fill. The construction technique and quality ex-amining rnethod of clay sealing walls are further regularized. The results show that the vacuum preloading method combined with mixing clay sealing wall can be used in this special geological condition which surface lay-er consists of a 4~12. 5m thick fine-coarse sand.
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