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Applying vacuum in one dimensional and isotropic test carried out in remolded material

机译:在重塑材料中进行一维和各向同性试验中的真空施加

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The technique of soft soils improvement with vacuum consolidation is more and more used, inrndifferent places around the world, because it offers a series of advantages compared with other techniques of softrnsoils improvement, depending of the kind of project.The laboratory tests are important sources of information forrnprojects of soft soils improvement. In this work are presented the procedures and the results of one-dimensionalrncompression test (consolidation press) and isotropic compression test (the triaxial cell), applying vacuum andrnusing remolded material. For made this, was necessary the development of procedure for the applying vacuumrnin the tests. Difficulties happened during this development, this situation forced to test different techniques untilrnto obtain a satisfactory operation.With the development of the procedures was done a series of tests to know thernresults that these tests provide.With the results obtained were done analyses for its interpretation. It was provedrnexperimentally that the vacuum works as a loading for the consolidation of soft soils.
机译:在世界上不同的地方,通过真空固结进行软土改良的技术越来越多,因为与项目类型不同,与其他软土改良技术相比,它具有一系列优势。改良土的信息化项目。在这项工作中,我们将介绍一维压缩试验(固结压力机)和各向同性压缩试验(三轴试验室)的步骤和结果,这些试验是在真空条件下进行的,并重新模塑了材料。为此,有必要开发在测试中施加真空的程序。在开发过程中遇到了困难,这种情况迫使人们必须测试各种技术直到获得令人满意的操作。随着程序的发展,进行了一系列测试以了解这些测试提供的结果。并对获得的结果进行了分析以解释其含义。实验证明,真空是软土固结的载荷。

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