Re-examination of Undrained Strength at Atterberg Limits Water Contents

Author:

Nagaraj H. B.,Sridharan A.,Mallikarjuna H. M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference58 articles.

1. Al-dahlaki H, Al-Sharify GA (2008) A proposed approach for plastic limit determination using the drop-cone penetrometer device. J Eng Dev 12(1):107–117

2. Bell FG (2002) The geotechnical properties of some till deposits occurring along the coastal areas of eastern England. Eng Geol 63:49–68

3. Belviso R, Ciampoli S, Cotecchia V, Federico A (1985) Use of the cone penetrometer to determine consistency limits. Ground Eng 18(5):21–22

4. Berilgen SA, Kılıç, H, Özaydın K (2007) Determination of undrained shear strength for dredged golden horn marine clay with laboratory tests. Proceedings of the Sri Lankan geotechnical society’s first international conference on soil & rock engineering, August 5–11, Colombo, Sri Lanka

5. Campbell DJ (1976) Plastic limit determination using a drop cone penetrometer. Soil Sci 27(3):295–300

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