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The design and construction of an earth-fill dam is one of the key challenges in the field of geotechnical engineering, because of the unavoidable variation in foundation condition and the properties of the available construction materials.
In summary, introducing fixed bent foundation condition reduced displacements in the longitudinal and transverse directions of the bridge deck significantly.
When the foundation condition of the immersed tube tunnel is poor, or the buried depth and the backfill load connecting the land is large, pile foundations and composite foundations should be used to meet the requirements of bearing capacity and to effectively control settlement.
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Subsequently, results of a comprehensive investigation on the effect of some of the interacting parameters and conditions with the skew angle, namely, ground motion intensity, soil type, abutment support conditions with nonlinear soil interaction and shear keys, bridge aspect ratio, and foundation base conditions, are reported.
As a design increases in height, the study of foundation conditions becomes more important because the pressures that will be exerted on the foundation increase proportionally.
We chose these sites because they represent typical foundation conditions in the City of Boston, and the soil conditions are similar to other high impedance contrast environments.
Detailed geological, hydrogeological and geotechnical studies were performed for the assessment of the foundation conditions of the present and future settlement areas of Yenişehir.
Two surveys are described where cross-hole compressional waves have been used to investigate the foundation conditions under domestic dwellings in response to subsidence.
The aeroelastic response is evaluated for three different foundation conditions, i.e. apparent fixity length, the consistent lumped-parameter model and fixed support at the seabed.
The detailed design at the bottom of the Farahnaz Pahlavi buttresses was necessitated by weak foundation conditions at the site and by the need to limit the length of each buttress to reduce its response to seismic action.
Desirable foundation conditions, the exact opposite of the loose, moist soil that is best for most plants, create many technical problems in the relations between structures and plant areas.
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