Assessing Well Drilling Disturbance Effects on Offshore Foundation Piles in Clay

Author:

Schroeder Felix C.1234,Jardine Richard J.1234,Kovacevic Nebojsa1234,Potts David M.1234

Affiliation:

1. Senior Geotechnical Engineer, Geotechnical Consulting Group, 52A Cromwell Rd., London SW7 5BE, U.K. (corresponding author). E-mail: f.c.schroeder@gcg.co.uk

2. Professor of Geomechanics, Head of Geotechnics, Dept. of Civil and Environmental Engineering, Skempton Building, Imperial College London, London SW7 2BU, U.K.

3. Director, Geotechnical Consulting Group, 52A Cromwell Rd., London SW7 5BE, U.K.

4. GCG Professor of Geotechnical Engineering, Dept. of Civil and Environmental Engineering, Skempton Building, Imperial College London, London SW7 2BU, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference14 articles.

1. Hydraulic fracturing in field permeability testing

2. Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity

3. Critical state models in computational geomechanics

4. Hobbs R. and Senner D. W. F. (1997). “Drilling and conductor installation effects on foundations.” Offshore Technology Rep. No. OTO 94 005 HSE Information Services Sheffield UK.

5. Hobbs R. and Senner D. W. F. (1998). “Safety implications for offshore foundations of conductor and shallow well drilling.” Proc. Offshore Site Investigation and Foundation Behaviour ’98 SUT London UK 493–513.

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