Use of an impact penetrometer for the evaluation of the in‐situ strength of marine sediments

Author:

Dayal U.,Allen J. H.,Jones J. M.

Publisher

Informa UK Limited

Subject

General Earth and Planetary Sciences,General Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,General Environmental Science,Oceanography

Reference30 articles.

1. Begemann, H. K. P. S. The friction jacket cone as an aid in determining the soil profile. Proceedings of the 6th International Conference. vol. 1, pp.17–20. Montreal: International Society of Soil Mechanics and Foundation Engineering.

2. Casagrande, A. and Shannon, W. L. 1949.Strength of soils under dynamic loads. Transactions of the American Society of Civil Engineersvol. 114, 755–772.

3. Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water Content

4. Chou, Y. T. Penetration in clay by the viscoplasticity method. Proceedings of the Conference on Rapid Penetration Terrestrial Materials. pp.431–452. College Station: Texas A&M University.

5. Colp, J. L. 1965.An experimental investigation of the continuous penetration of a blunt body into a simulated cohesionless soil, Report SC‐RR‐65–260 72Albuquerque, New Mexico: Sandia Corporation.

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