Numerical Study on the Effect of Rock-Socketing on Laterally Loaded Piles in the Proximity of Sloping Ground

Author:

Raja Nandhagopal,Muthukkumaran K.

Publisher

Springer Singapore

Reference25 articles.

1. Reese, L.C., Matlock, H.: Non-dimensional solutions for laterally-loaded piles with soil modulus assumed proportional to depth. Proceedings of the 8th Texas Conference on Soil Mechanics and Foundation Engineering, Austin, Texas, pp.1–41 (1956)

2. Hetenyi, M.: Beams on elastic foundation. The University of Michigan Press, Ann Arbor, Michigan (1946)

3. Broms, B.B.: Lateral resistance of piles in cohesion-less soils. J. Soils Found. Div. ASCE 90(2), 27–63 (1964)

4. Davidson, H.L.: Laterally loaded drilled pier research, Vol 1: Design methodology, Vol. 2: Research documentation. Final Report by GAI Consultants Inc., to Electric Power Research Institute (EPRI) (1982)

5. Reese L.C., Van Impe, W.F.: Single Piles and Pile Groups Under Lateral Loading. CRC Press (2000)

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