Analysis of Bearing Capacity and Settlement from Cone Penetration Test Results at an Irrigation Project
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-4739-1_17
Reference19 articles.
1. Alkroosh IS, Bahadori M, Nikraz H, Bahadori A (2015) Regressive approach for predicting bearing capacity of bored piles from cone penetration test data. J Rock Mech Geotech Eng 7(5):584–592
2. Shahin MA (2010) Intelligent computing for modeling axial capacity of pile foundations. Can Geotech J 47(2):230–243
3. Abu-Farsakh MY, Titi HH (2004) Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles. J Geotech Geoenviron Eng 130(9):935–944
4. Krasiński ADAM (2012) Proposal for calculating the bearing capacity of screw displacement piles in non-cohesive soils based on CPT results. Studia Geotechnica et Mechanica 34(4):41–51
5. Wrana B (2015) Pile load capacity–calculation methods. Studia Geotechnica et Mechanica 37(4)
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