A Novel Method to Predict Shaft and Base Responses of a Pile from Cyclic Pile Load Test Results

Author:

Madhira Madhav,Kota Vijay Kiran

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Faruque MO, Desai CS (1982) 3-D material and geometric non-linear analysis of piles. In: Proceedings of 2nd international conference on numerical methods for offshore piling, Austin, TX

2. Rajashree SS, Sitharam TG (2001) Nonlinear finite element modeling of batter piles under lateral load. J Geotech Geo-environ Eng ASCE 127(7):604–612. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(604)

3. Burland JB, Butler FG, Dunican P (1966) 2 The behaviour and design of large diameter bored piles in stiff clay. In: Large bored piles. Thomas Telford Publishing, pp 51–71. https://www.researchgate.net/publication/274072775

4. DeBeer EE (1968) Proefondervindlijke bijdrage tot de studie van het grensdraagvermogen van zand onder funderingen op staal. Tijdshift der Openbar Verken vanBelgie, No. 6, 1967 and No. 4, 5, and 6

5. Chin FK (1970) Estimation of the ultimate load of piles from tests not carried to failure. In: Proceedings of the 2nd Southeast Asian conference on soil engineering, Singapore, 1970

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