Orr T L L, Klosinski B and Lees A, Recommended changes to Eurocode 7, XVI ECSMGE 2105, Edinburgh, 13-17 Decembed 2015, edited by Winter M G, Smith D M, Eldred P J L and Toll D G , ICE Publishing, 2015, pp4301 - 4306,
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Trevor L.L. Orr, Editorial, Proceedings of the ICE - Geotechnical Engineering, 168, (1), 2015, p1 - 2,
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Managing risk and achieving reliable geotechnical designs using Eurocode 7 in, editor(s)Kok-Kwan Phoon and Jianye Ching , Risk and Reliability in Geotechnical Engineering, Boca Raton, Florida, USA, CRC Press, 2014, pp395 - 433, [Trevor L.L. Orr],
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On the applicability of the Eurocode 7 partial factor method for rock mechanics in, editor(s)R. Alejano, Áurea Perucho, Claudio Olalla, Rafael Jiménez , Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, Leiden, The Netherlands, CRC Press, 2014, pp1517 - 1523, [Bedi A. & Orr T.L.L.],
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Reilly C. & Orr T.L.L., A novel triaxial testing procedure to model the action of lubricants in pipe jacking, Civil Engineering Research in Ireland, Queen's University Belfast, August 2014, edited by Nanukuttan S. & Goggins J. , Queen's University Belfast, 2014, pp403 - 408,
Notes: [This paper was awarded the prize for the best paper presented at the conference.],
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Trevor L.L. Orr, How geotechnical risk, uncertainty and decision making are addressed in Eurocode 7, ICVRAM-ISUMA Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management, Liverpool, July 2014, edited by Beer, M. and Patelli, E. , American Society of Civil Engineers, 2014, pp2419 - 2428,
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Trevor L.L. Orr, Harmonization and status of geotechnical standards in Europe, DFI/EFFC 11th International Conference on Piling and Deep Foundations - Global Perspective on Sustainable Execution of Deep Foundation Works, Stockholm, May 2014, edited by K. Rainer Massarsch and Stefan Aronsson , Deep Foundations Institute, 2014, pp37 - 46,
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O'Kelly B.C. and Orr T.L.L., Briefing: Effective-stress strength of peat in triaxial compression, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 167, (5), 2014, p417 - 420,
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Implementing Eurocode 7 to achieve reliable geotechnical designs in, editor(s)P. Arnold, G.A. Fenton, M.A. Hicks, T. Schweckendiek and B. Simpson , Modern Geotechnical Designs Codes of Practice, Amsterdam, IOS Press, 2013, pp72 - 86, [Trevor Orr],
Notes: [This chapter examines how the different measures to achieve safe and reliable geotechnical designs are implemented in Eurocode 7. These measures include: the use of the concept of geotechnical categories of take account of the complexity of geotechnical designs, procedures for managing the design and execution processes, requirements for the selection of characteristic parameter values, and recommended partial factor values associated with the three Design Approaches. How the consequences and reliability classes, set out in the head Eurocode, EN 1990, are implemented in Eurocode 7 for geotechnical designs is also examined. In additions, the paper presents the results of surveys to investigate how Eurocode 7 is being adopted in the different European countries and the experiences in some of those countries with its implementation.],
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Orr T.L.L., What learning outcomes can be achieved by incorporating case histories in geotechnical courses?, Proceeding 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, September 2011, edited by A. Anannostopoulos, A. Pachakis and M. Tsatsanifos , 4, IOS Press, 2013, pp595 - 602,
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