Non-linear performance analysis of free headed piles in consolidating soil subjected to lateral loads-Reference-Cited by-同舟云学术

Non-linear performance analysis of free headed piles in consolidating soil subjected to lateral loads

Published:2021-04 Issue:2 Volume:24 Page:449-457
ISSN:2215-0986
Container-title:Engineering Science and Technology, an International Journal
language:en
Short-container-title:Engineering Science and Technology, an International Journal

Author:

Sivaraman S.,Muthukkumaran Kasinathan

Publisher

Elsevier BV

Subject

Metals and Alloys,Computer Networks and Communications,Fluid Flow and Transfer Processes,Hardware and Architecture,Mechanical Engineering,Biomaterials,Civil and Structural Engineering,Electronic, Optical and Magnetic Materials

Reference36 articles.

1. The ultimate resistance of rigid piles against transversal force;Brinch Hansen;Bulletin, Danish Geotechn. Instit., Copenhagen, Denmark,1961

2. Lateral resistance of piles in cohesive soils;Broms;J. Soil Mech. Found. Divis.,1964

3. L.C. Reese, H. Matlock, 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 (1956) 1–41.

4. Behaviour of laterally loaded piles: 1, single piles;Poulos;J. Soil Mech. Found. Division.,1971

5. Field studies of an instrumented model pile in clay;Coop;Geotechnique,1989

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