砂墙地
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The consolidation behavior of sand-wall ground is the key in the design of the preloading method.
砂墙地基的固结性状是砂井预压法设计分析中的重要内容。
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In this dissertation, on the basis of the test of structured soft clay, the consolidation behavior of sand-wall ground considering the structure character of soft clay is studied.
本文从结构性软土的压缩试验入手，探讨考虑结构性的砂墙地基固结性状。
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