[HTML][HTML] Review of analytical methods for stress and deformation analysis of buried water pipes considering pipe-soil interaction
Buried water pipelines are vulnerable to fail or break due to excessive loading or ground
displacements. Accurate evaluation of pipe performance and serviceability relies on the …
displacements. Accurate evaluation of pipe performance and serviceability relies on the …
Pipeline geotechnics–state-of-the-art
DN Cathie, C Jaeck, JC Ballard… - Proc., Int. Symp. on …, 2005 - api.taylorfrancis.com
Pipeline geotechnics deals with soil-pipeline interaction. This covers installation issues
(pipeline penetration and short-term lateral stability), axial and lateral response to loads. It …
(pipeline penetration and short-term lateral stability), axial and lateral response to loads. It …
Uplift of anchor plates in sand
EJ Murray, JD Geddes - Journal of Geotechnical Engineering, 1987 - ascelibrary.org
An investigation into the vertical uplift of anchor plates in a cohesionless medium is
described. Factors investigated in relation to the load-displacement response were the size …
described. Factors investigated in relation to the load-displacement response were the size …
Interaction between soil and geogrids
RA Jewell, GWE Milligan… - Polymer grid …, 1984 - icevirtuallibrary.com
Interaction between soil and geogrids | POLYMER GRID REINFORCEMENT ICE Publishing
collections are provided by Emerald Publishing ICE Virtual Library essential engineering …
collections are provided by Emerald Publishing ICE Virtual Library essential engineering …
The behaviour of anchor plates in clay
RK Rowe, EH Davis - Geotechnique, 1982 - icevirtuallibrary.com
The undrained behaviour of anchor plates with a vertical or horizontal axis, resting in a
saturated clay, is examined. Theoretical consideration is given to the effects of anchor …
saturated clay, is examined. Theoretical consideration is given to the effects of anchor …
Uplift behavior of horizontal anchor plates in sand
EA Dickin - Journal of geotechnical engineering, 1988 - ascelibrary.org
The influence of anchor geometry, embedment, and soil density on the uplift capacity of one-
meter prototype anchors is investigated by subjecting 25-mm models to an acceleration of …
meter prototype anchors is investigated by subjecting 25-mm models to an acceleration of …
The ultimate pullout capacity of anchors in frictional soils
RS Merifield, SW Sloan - Canadian geotechnical journal, 2006 - cdnsciencepub.com
Au cours des trente dernières années, divers chercheurs ont proposé des techniques
approximatives pour estimer la capacité d'arrachement des ancrages dans le sol. Comme la …
approximatives pour estimer la capacité d'arrachement des ancrages dans le sol. Comme la …
Lateral force-displacement response of buried pipe
CH Trautmann, TD O'Rourke - Journal of Geotechnical Engineering, 1985 - ascelibrary.org
The results of an experimental program to assess the response of buried pipes to lateral
ground movements are presented. The effects of pipe depth, soil density, pipe diameter, and …
ground movements are presented. The effects of pipe depth, soil density, pipe diameter, and …
Uplift force-displacement response of buried pipe
CH Trautmann, TD O'Rourfce… - Journal of Geotechnical …, 1985 - ascelibrary.org
The design of buried pipelines in areas of vertical ground movement is governed, in part, by
the magnitude of the forces imposed on the pipe and the displacements at which they are …
the magnitude of the forces imposed on the pipe and the displacements at which they are …
Suction caissons for wind turbines
GT Houlsby, LB Ibsen… - Frontiers in Offshore …, 2005 - api.taylorfrancis.com
Suction caissons may be used in the future as the foundations for offshore wind turbines. We
review recent research on the development of design methods for suction caissons for these …
review recent research on the development of design methods for suction caissons for these …