piles that are considered are steel piles with three different cross-sections: pipe pile with outer diameter equals 219.1 mm and 12.5 mm thick and two different cross-sections of X piles (200x30mm and 180x24 mm), which are the Swedish innovation in the field of integral abutments ...
Integral abutment bridges (IAB) are experiencing increasing diffusion in the short to mid-range lengths, where they offer some advantages over traditional
Integral-abutment bridges (IABs) are a unique and interesting case study in soil-structure interaction. They were developed to solve long-term structural p... J Horvath - 《Geotechnical Special Publication》 被引量: 15发表: 2004年 Rigidity of abutments in integral abutment bridges In this artic...
A summary of worldwide foundation design requirements is given in Section 5 and abutment and retaining wall requirements are presented in Section 6. U.S. and foreign design requirements for tunnels are presented in Section 7. A detailed discussion of a two-level design approach is presented in ...
Influence of Abutment Design on Crestal Bone in Implant-tooth-supported BridgesThe maintenance of crestal bone is considered essential for successful implant treatment. Objectives: To compare radiographically and histometrically crestal bone response to two different designs of implant abutments when ...
And for integral abutment bridge designs and ramp to provide a basis for promotion, has important practical significance.翻译结果3复制译文编辑译文朗读译文返回顶部 And for the design of integral abutment bridges and promotion provided a basis, is of great practical significance.翻译...
2.6 Sections of girder( End section, Mid-span section or somewhere there is a sudden change in section size or materials, etc) Main girder Transverse diaphragm 2.7 Details for a few major areas such as pier-supporting, abutment-supporting (inclu...
The superstructure for integral abutment bridges is cast integrally with abutments that are supported by a single row of piles. Thermal expansion or contraction and concrete creep and shrinkage induce bending stresses in the piles. Very limited design and construction guidelines are available and no ...
Due to the huge axial forces, the steel-UHPFRC arch bridge is suitable for mountainous areas, and the foundation of the abutments needs to be strong enough to withstand the axial forces. The static response, dynamic response, and elastic buckling stability analysis, as well as the comparisons ...
Integral abutment bridges are characterised by a monolithic connection between the deck and the abutments. Because of this connection, the seismic behaviour of the entire structure tends to be controlled by its interaction with the surrounding soil, and especially with the approach embankments. To dat...