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Akademický článek

Design of cylindrical plastic pipe linings to resist buckling due to collapse pressures

Autor: Boot, John C.

Flexible (non-bonded) polymeric sewer linings are used extensively to renovate both gravity and pressure pipes. Linings for both types of pipe are subject to collapse pressures, and in the case of gravity pipes this is the dominant source of loading;

Externí odkaz: http://hdl.handle.net/10454/462

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Akademický článek

Predicting the creep lives of thin-walled cylindrical polymeric pipe linings to external pressure.

Autor: Boot, John C., Javadi, Akbar A., Toropova, Irina L.

This paper considers both the linear elastic and creep buckling of polymeric pipe linings used for the rehabilitation of gravity pipes, for which external groundwater pressure has been identified as the prime source of loading. Theoretically perfect

Externí odkaz: http://hdl.handle.net/10454/3443

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Akademický článek

The structural performance of polymeric linings for nominally cylindrical gravity pipes

Autor: Boot, John C., Javadi, Akbar A., Toropova, Irina L.

Externí odkaz: http://hdl.handle.net/10454/2837

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Akademický článek

Effect of compaction pressure on consolidation behaviour of unsaturated silty soil

Autor: Estabragh, A.R., Javadi, Akbar A., Boot, John C.

Yes
The effect of compaction pressure on subsequent soil behaviour during isotropic consolidation has been investigated by conducting controlled-suction triaxial tests on samples of an unsaturated compacted silty soil. A comprehensive set of lab

Externí odkaz: http://hdl.handle.net/10454/465

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