- EMPIRICAL PILE DESIGN BASED ON CONE PENETROMETER DATA: AN EXPLANATION FOR THE REDUCTION OF UNIT BASE
- Paper No. 12A-12 ERRORS IN DESIGN LEADING TO PILE FAILURES DURING SEISMIC LIQUEFACTION
- PhD student, Cambridge University, Cambridge, UK MEng student, Cambridge University, Cambridge, UK
- Cheng, Y. P., Nakata, Y. & Bolton, M. D. (2003). Geotechnique 53, No. 7, 633641 Discrete element simulation of crushable soil
- THE SHEARING BEHAVIOUR OF A SUGAR AGGREGATE
- Osman and Bolton 559 International Conference on Structural and Foundation Failures
- Bolton, M. D. & Wilson, J. M. R. (1989). GLotechnique 39, No. 4, 585-599 An experimental and theoretical comparison between static and
- INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, VOL. 21, 825--843 (1997) A NUMERICAL REPRESENTATION OF FRACTURING
- White, D. J. & Bolton, M. D. (2004). Geotechnique 54, No. 6, 375397 Displacement and strain paths during plane-strain model pile installation
- 1 INTRODUCTION The technology for the measurement of positive pore
- Granular Matter 2, 179187 c Springer-Verlag 2000 Effect of particle size distribution on pile tip resistance
- Collapse limit states of reinforced earth retaining walls M. D. BOLTON* and P. L. R. PANG7
- Take, W. A. & Bolton, M. D. (2004). Geotechnique 54, No. 3, 229232 Tensiometer saturation and the reliable measurement of soil suction
- A geotechnical description of fresh cement groutfiltration and consolidation behaviour
- Deformation mechanisms during uplift of buried pipes in sand Mcanismes de dformation lors du soulvement d'une conduite enterre dans le sable
- 1 INTRODUCTION The interactions between hydrologic conditions, in-
- Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, No. 2, 167-189 Behaviour of diaphragm walls in clay prior to collapse
- Palmer, A. C. et al. (2003). Geotechnique 53, No. 10, 877883 Uplift resistance of buried submarine pipelines: comparison between
- BOLTON,M. D. (1986). GCotechnique 36, No. I.65578 The strength and dilatancy of sands
- oj': kN/m2 `\ 4.9 9.8 49 `\+e_
- Bolton, M. D. & Powrie, W. (1988). Glwtechnique 38, No. 2, 326325 The collapse of diaphragm walls
- On the micromechanics of crushable aggregates G. R. McDOWELL and M. D. BOLTON
- TECHNICAL NOTE A non-linear elastic/perfectly plastic analysis for plane strain
- TECHNICAL NOTE Centrifuge cone penetration tests in sand
- The Role of Micro-Mechanics in Soil Mechanics
- PRESS-IN PILING: THE INSTALLATION OF INSTRUMENTED STEEL TUBULAR PILES WITH AND WITHOUT DRIVING SHOES
- 1 INTRODUCTION Many macroscopic phenomena of granular media are
- 1 INTRODUCTION Reliable assessment of soil behaviour in element tests or physi-
- Soil consolidation associated with grouting during shield tunnelling in soft clayey ground
- Lee, C. J., Bolton, M. D. & Al-Tabbaa, A. (2002). Geotechnique 52, No. 5, 325335 Numerical modelling of group effects on the distribution of dragloads in
- 1 INTRODUCTION 1.1 Predicting pile behaviour
- 1 INTRODUCTION Delayed failure of embankments and cut slopes has the potential to pose risk to human life, and
- Take, W. A. & Bolton, M. D. (2003). Geotechnique 53, No. 2, 159172 Tensiometer saturation and the reliable measurement of soil suction
- BGA International Conference on Foundations, University of Dundee, Scotland, 2003 Press-in Piling: Field Testing of Cell
- Bhattacharya, S., Madabhushi, S. P. G. & Bolton, M. D. (2004). Geotechnique 54, No. 3, 203213 An alternative mechanism of pile failure in liquefiable deposits during
- Centrifuge Model Tests on Anchor Piles for Tension Leg Platforms E. H. Doyle, Consultant; E.T.R. Dean, Soil Models Limited; J. S. Sharma, University of Saskatchewan; M. D. Bolton,
- Engineering Practice and Performance of Soft Deposits, IS-OSAKA 2004, ISBN 4-88644-812-7 A new approach to the estimation of undrained settlement of shallow
- A new design method for retaining walls in clay Ashraf S. Osman and Malcolm D. Bolton
- Osman, Yeow and Bolton 443 International Conference on Structural and Foundation Failures
- Teaching geotechnical engineers to avoid excessive deformations Ingnieurs gotechniques d'enseignement pour viter des dformations excessives
- TECHNICAL NOTE Geotechnical properties of fresh cement groutpressure ltration
- Komiya, K., Soga, K., Agaki, H., Jafari, M. R. & Bolton, M. D. (2003). Geotechnique 53, No. 4, 447448 Soil consolidation associated with grouting during shield tunnelling in
- Engineering Geology 53 (1998) 195204 Pollution transport studies using an in-situ fibre optic
- Bolton, M. D. & Stewart, D. I. (1994). Gtkmxhnique 44, No. 1, Ill-127 The effect on propped diaphragm walls
- White, D. J., Take, W. A. & Bolton, M. D. (2003). Geotechnique 53, No. 7, 619631 Soil deformation measurement using particle image velocimetry (PIV)
- Cheng, Y. P., Bolton, M. D. & Nakata, Y. (2004). Geotechnique 54, No. 2, 131141 Crushing and plastic deformation of soils simulated using DEM
- DISCUSSIONS AND CLOSURES Discussion of "Accuracy of Digital Image
- * Corresponding author. Tel.: #41-1-6333389; fax: #41-1-6331079. Formerly at Engineering Dept., Cambridge University.
- Press-in piling: Ground vibration and noise during pile installation David White*, Tim Finlay**, Malcolm Bolton*** and Grant Bearss****
- Soga, K., Au, S. K. A., Jafari, M. R. & Bolton, M. D. (2004). Geotechnique 54, No. 2, 8190 Laboratory investigation of multiple grout injections into clay
- 1 INTRODUCTION 1.1 Jacked piles
- Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, No. 3, 335-353 The collapse of diaphragm walls retaining clay
- On the micromechanics of crushable aggregates G. R. M. McDOWELL and M. D. BOLTON (1998). Ge otechnique 48, 667 679.
- A comparison of jacked, driven and bored piles in sand Comparaison des pieux fons, battus et fors dans les sables
- Ground-borne vibrations due to press-in piling operations
- KEYWORDS: H-pile, group effect, press-in method, deep foundation ABSTRACT: A novel foundation system comprising steel H-piles is described. Using the press-in
- Bolton, M. D., & Wilson, J. M. R. (1990). GCoterhnique 40, No. 4.659-664 An experimental and theoretical comparison
- Lateral spreading, landslides 0.0001 0.001 0.01 0.1 1 10
