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Book Chapter

Numerical Modelling of Thermo-Active Piles

Book: Piling 2020: Proceedings of the Piling 2020 Conference

Published: 01 January 2021

10.1680/pttc.65048.035

EISBN: 978-0-7277-6505-5

ISBN: 978-0-7277-6504-8

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Book Chapter

Numerical Study of Settlement Response of Piled Slabs in Soft Alluvial Deposits Underlain by Sand

Book: Piling 2020: Proceedings of the Piling 2020 Conference

Published: 01 January 2021

10.1680/pttc.65048.223

EISBN: 978-0-7277-6505-5

ISBN: 978-0-7277-6504-8

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Book Chapter

Stiffness anisotropy and its effect on the behaviour of deep excavations

Book: Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering

Serial: Conference Proceedings: Soil mechanics

Published: 01 January 2015

10.1680/ecsmge.60678.vol7.611

ISBN: 978-0-7277-6067-8

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Book Chapter

Recent advances in the numerical modelling of embankment dams

Book: Ensuring reservoir safety into the future: Proceedings of the 15th Conference of the British Dam Society at the University of Warwick from 10–13 September 2008

Published: 01 January 2008

10.1680/ersitf.35225.0014

EISBN: 978-0-7277-3915-5

ISBN: 978-0-7277-3522-5

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Book Chapter

The Influence Of Permeability On The Stability Of Embankments Experiencing Seasonal Cyclic Pore Water Pressure Changes.

Book: Advances in geotechnical engineering: The Skempton conference: Proceedings of a three day conference on advances in geotechnical engineering, organised by the Institution of Civil Engineers and held at the Royal Geographical Society, London, UK, on 29–31 March 2004

Serial: Conference Proceedings: Soil mechanics

Published: 01 January 2004

10.1680/aigev2.32644.0019

EISBN: 978-0-7277-3646-8

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Numerical Modelling of Thermo-Active Piles

Numerical Study of Settlement Response of Piled Slabs in Soft Alluvial Deposits Underlain by Sand

Stiffness anisotropy and its effect on the behaviour of deep excavations

Recent advances in the numerical modelling of embankment dams

The Influence Of Permeability On The Stability Of Embankments Experiencing Seasonal Cyclic Pore Water Pressure Changes.

Update search

Numerical Modelling of Thermo-Active Piles

Numerical Study of Settlement Response of Piled Slabs in Soft Alluvial Deposits Underlain by Sand

Stiffness anisotropy and its effect on the behaviour of deep excavations

Recent advances in the numerical modelling of embankment dams

The Influence Of Permeability On The Stability Of Embankments Experiencing Seasonal Cyclic Pore Water Pressure Changes.

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