Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests

Author:

Shahien Marawan M.,Farouk Ahmed

Publisher

Elsevier BV

Subject

General Engineering

Reference29 articles.

1. Abu-ElNaga HM. Calibration of dynamic cone results in cohesionless soils using artificial neural network. MSc thesis, Faculty of Engineering, Cairo University; 2001. p. 243.

2. Bjerrum L, Eggestad A. Interpretation of a loading test on sand. In: Proceedings of the European conference on soil mechanics and foundation engineering, Wiesbaden, vol. 1; 1963. p. 199–204.

3. Settlement distribution in the subsoil underneath a nuclear reactor;Breth,1974

4. Settlement of foundations on sand and gravel;Burland;Proc Inst Civil Eng (Part 1),1985

5. The use of continuous dynamic probing in ground investigation;Card,1988

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