Soil design parameters in soft clay and importance of sample disturbance (Information)

被引：0
|
作者：
T. Lunne
机构：
[1] Norwegian Geotechnical Institute (NGU),
来源：
Soil Mechanics and Foundation Engineering | 2009年 / 46卷
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摘要：
Methods for the testing of weak soils, and characteristic features of the extraction of undisturbed specimens are examined. The effect of soil-sample disturbance on characteristics is evaluated.
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页码：232 / 235
页数：3
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