Axial Strength of Grouted Pile‐to‐Sleeve Connections

Author:

Krahl Nat W.,Karsan Demir I.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. “American Petroleum Institute Recommended Practice for Planning Designing and Constructing Fixed Offshore Platforms ” API RP 2A American Petroleum Institute.

2. Billington C. J. and Lewis G. H. G. “The Strength of Large Diameter Grouted Connections ” Proceedings of the May 8–11 1978 Tenth Offshore Technology Conference Houston Tex.

3. “Design of Grouted Pile‐to‐Jacket Connections Status Summary ” Offshore Structures Department Brown and Root Inc. June 1978 (paper includes data from Forties Field Tests performed by Wimpey Laboratories).

4. Evans G. W. and Carter L. G. “Bonding “Studies of Cementing Compositions to Pipe and Formations ” Proceedings of the March 21‐23 1962 Spring Meeting of the Southwestern District Division of Production American Petroleum Institute Odessa Tex.

5. Løset Ø. “Grouted Connections in Steel Platforms—Testing and Design ” Proceedings of the Nov. 15–16 1979 Two‐Day Seminar on the Use of Physical Models in the Design of Offshore Structures Institute of Structural Engineers Informal Study Group—Model Analysis as a Design Tool Joint I. Struct. E./B.R.E. (Paper 8).

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