Behavior of a Stiff Clay behind Embedded Integral Abutments

Integral bridges can significantly reduce maintenance and repair costs compared with conventional bridges. However, uncertainties have arisen in the design as the soil experiences temperature-induced cyclic loading behind the abutments. This paper presents the results from an experimental program on...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2007-06, Vol.133 (6), p.721-730
Hauptverfasser:	Xu, Ming, Bloodworth, Alan G, Clayton, Chris R. I
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Bridge elements Bridges Buildings. Public works Clay Exact sciences and technology Geotechnics Maintenance Q1 Soil Soil investigations. Testing Stress Structure-soil interaction TECHNICAL PAPERS Temperature
Online-Zugang:	Volltext
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