Earth pressures exerted on an induced trench cast-in-place double-cell rectangular box culvert

Earth pressure data from the field instrumentation of a cast-in-place reinforced rectangular box culvert are presented in this paper. The instrumented culvert is a 2.60 m by 3.60 m double-cell reinforced cast-in-place rectangular box buried under 25.10 m of fill constructed using the induced trench installation (ITI) method. The average earth pressure measured across the roof was 0.42 times the overburden pressure, and an average of 0.52 times the overburden pressure was measured at mid-height of the culvert on the sidewalls. Base contact pressure under the rectangular box culvert was also measured, providing field-based data demonstrating increased base pressure resulting from downward drag forces developed along the sidewalls of the box culvert. An average increase of 25% from the measured vertical earth pressures on the roof plus the culvert dead load (DL) pressure was calculated at the culvert base. A model culvert was also tested in a geotechnical centrifuge to obtain data on earth pressures at the t...

[1]  Chai H. Yoo,et al.  Design Loading on Deeply Buried Box Culverts , 2005 .

[2]  Arun J. Valsangkar,et al.  Field Performance and Analysis of 3-m-Diameter Induced Trench Culvert under a 19.4-m Soil Cover , 2008 .

[3]  A Marston,et al.  THE THEORY OF EXTERNAL LOADS ON CLOSED CONDUITS IN THE LIGHT OF THE LATEST EXPERIMENTS , 1930 .

[4]  Arun J. Valsangkar,et al.  Earth pressures on twin positive projecting and induced trench box culverts under high embankments , 2011 .

[5]  Frazier Parker,et al.  Effects of frictional forces acting on sidewalls of buried box culverts , 2008 .

[6]  J. A. Sladen,et al.  The induced trench method—a critical review and case history , 1988 .

[7]  Rp McAffee,et al.  Geotechnical Properties of Compressible Materials Used for Induced Trench Construction , 2004 .

[8]  Bryan E. Little,et al.  American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .

[9]  Frazier Parker,et al.  Soil-Structure Interaction and Imperfect Trench Installations for Deeply Buried Corrugated Polyvinyl Chloride Pipes , 2007 .

[10]  Jan Vaslestad,et al.  LOAD REDUCTION ON RIGID CULVERTS BENEATH HIGH FILLS: LONG-TERM BEHAVIOR , 1993 .

[11]  M G Spangler,et al.  FIELD MEASUREMENTS OF THE SETTLEMENT RATIOS OF VARIOUS HIGHWAY CULVERTS , 1950 .

[12]  Arun J. Valsangkar,et al.  Field performance, centrifuge testing, and numerical modelling of an induced trench installation , 2008 .

[13]  Benjamin L. McGuiganB.L. McGuigan,et al.  Centrifuge testing and numerical analysis of box culverts installed in induced trenches , 2010 .

[14]  L Miller,et al.  Performance of Induced Trench Culverts in New Brunswick , 2007 .

[15]  Chai H. Yoo,et al.  Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes , 2007 .

[16]  John H. Scarino Reappraisal of Marston’s Formula , 2003 .