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Geotechnical structures

There are undrained, consolidated-undrained, and drained shear strengths that can be used to assess the stability of geotechnical structures by the LEM. [Pg.308]

Most ground engineering professionals have access to routine computer analyses for foundations, slopes, retaining walls and other geotechnical structures and they should be able to apply these correctly. But, more... [Pg.3]

Geotechnical-Structural integration in US foundation engineering curricula... [Pg.61]

Propose a suitable scheme design considering overall stability of the geotechnical structure... [Pg.264]

Further investigations are necessary to in order to propose pre-normative recommendations. In particular uncertainties in the resistance models for geotechnical structures should be improved. [Pg.2180]

Proof of ultimate and serviceability limit states of geotechnical structures... [Pg.209]

The ability to characterize strong ground motion and capture the main features that can potentially cause damage to engineering and geotechnical structures is one of the main inputs in development methods to mitigate seismic risk. [Pg.987]

See other pages where Geotechnical structures is mentioned: [Pg.12]    [Pg.151]    [Pg.160]    [Pg.305]    [Pg.305]    [Pg.4]    [Pg.67]    [Pg.314]    [Pg.39]    [Pg.71]    [Pg.110]    [Pg.151]    [Pg.385]    [Pg.207]    [Pg.235]    [Pg.1097]    [Pg.3277]   
See also in sourсe #XX -- [ Pg.151 ]



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