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2 Aug 2011: Introduction. Upheaval Buckling. Failure of an oil or gas pipeline has serious economic and envi-ronmental consequences.

26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.

11 Jul 2007: shear strength. • To avoid steel congestion and make an economic use of transverse reinforcement, spirals.

2 Aug 2011: It is important to draw the right lessons from this. The excellent work at MIT over many years, on soil element testing, soil constitutive models, and Finite Element Analysis, have provided

3 May 2010: Keynote lecture presented at Geotechnical Challenges in Urban Regeneration, the 11th International Conference of the DFI-EFFC, London, 26-28 May 2010. PREDICTING AND CONTROLLING GROUND MOVEMENTS. AROUND DEEP EXCAVATIONS. Malcolm D. Bolton, Sze Yue

25 Jan 2006: Balkema, Rotterdam, Vol. 1, pp. 421-424. Institution of Civil Engineers (1992), Bothkennar soft clay test site : Characterization and lessons learned, Geotechnique, Vol.

22 Jun 2003: 1. Author’s contact details: R. J. Lock, Graduate Engineer, Arup, 13 Fitzroy Street,. London W1T 4BQ, UK (e-mail: beccy.lock@arup.com). Academic Supervisor: Professor Malcolm Bolton, Schofield Centre, High Cross, Madingley Road, Cambridge, CB3 0EL,

12 Oct 2006: Although such an allowancewould be easy to incorporate, the real lesson of this example isthat MSD would assist an engineer in assuring that such largedeformations do not occur.

12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation

8 Dec 2005: 107 – 112. Institution of Civil Engineers (1992). Bothkennar soft clay test site:characterization and lessons learned.