Free fall cone tests in kaolin clay

被引：0

作者：

Bezuijen, A. ^{[1
,2
]}

den Hamer, D. A. ^{[1
]}

Vincke, L. ^{[3
]}

Geirnaert, K. ^{[4
]}

机构：

[1] Univ Ghent, Ghent, Belgium

[2] Deltares, Delft, Netherlands

[3] MOW Geotech, Ghent, Belgium

[4] dotOcean NV, Brugge, Belgium

来源：

PHYSICAL MODELLING IN GEOTECHNICS, VOL 1 | 2018年

关键词：

SHEAR-STRENGTH;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Free fall cone tests have been performed in a model container filled with Kaolin clay with varying strength. The strength of the clay was varied by mixing it with different water contents. The free fall cone is equipped with accelerometers to determine the acceleration during the fall. One and two times integration of the measured acceleration gives the velocity and the displacement respectively. Measured penetration resistance is compared with penetration resistance measured with a standard CPT and a T-bar. Results showed good agreement when corrected for the difference in penetration rate.

引用

页码：285 / 291

页数：7

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