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首页> 外文期刊>Japanese Geotechnical Journal >A proposal of a method for predicting consolidation subsidence in small-scale buildings for shallow alluvial clay in the southeastern part of Saitama Prefecture and its verification examples
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A proposal of a method for predicting consolidation subsidence in small-scale buildings for shallow alluvial clay in the southeastern part of Saitama Prefecture and its verification examples

机译:埼玉县东南部地区浅沉黏土对小规模建筑物的综合沉降方法的提议及其验证例

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摘要

In a geotechnical investigation for detached houses, preliminary surveys and the Sweden weight sounding test are commonly used. When considering consolidation subsidence, it is preferable to perform a consolidation test to accurately grasp various consolidation constants. However, it is rarely carried out for economic reasons. Therefore in this paper, we evaluated the soil test results which conducted using shallow alluvial clay samples collected at several sites and examined the results of their comparison. And we presumed the physical and mechanical properties schematically by using their moisture content, and finally we proposed a method of predicting consolidation subsidence. Moreover, we considered its usefulness by comparing the predicted values with the measured values of consolidation subsidence in actual properties, then we revealed that the prediction method can obtain the same or more amount of subsidence as that obtained from consolidation test results.
机译:在分离房屋的岩土工程中,通常使用初步调查和瑞典重量探测试验。在考虑合并沉降时,优选进行合并测试以准确掌握各种整合常数。但是,很少是为了经济原因而开展。因此,在本文中,我们评估了在几个位点收集的浅冲积粘土样品进行的土壤测试结果,并检查了它们的比较结果。我们通过使用其水分含量示出了物理和机械性能,最后我们提出了一种预测合并沉降的方法。此外,我们通过将预测值与实际属性的固结沉降值进行比较来考虑其有用性,然后我们透露预测方法可以获得与从整合测试结果中获得的相同或多量。

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