Performance of two cast-in-place box culverts under high embankments

Two cast-in-place reinforced concrete box culverts (Longs Creek and McBean Brook culverts) with similar geometry were instrumented to monitor earth pressures. The Longs Creek structure is a 7.30 m wide by 4.53 m high double-cell box under 14.10 m of fill, constructed using the positive projection installation (PPI) method. The McBean Brook structure is a 6.75 m wide by 4.65 m high double-cell box culvert under 25.10 m of fill, constructed using the induced trench installation (ITI) method. Earth pressures were monitored as the fill height above the culvert was increased for both structures. Data from the McBean Brook culvert at a fill height of 14.40 m are compared with the data from the Longs Creek culvert. The similar geometries of these two prototype culverts provide a unique opportunity to compare their performance based on the two different installation methods. For a comparable height of soil cover, measured vertical earth pressures on the roofs were 0.94 and 0.56 times the overburden pressures for ...

[1]  J ValsangkarArun,et al.  Earth pressures exerted on an induced trench cast-in-place double-cell rectangular box culvert , 2012 .

[2]  Maher K. Tadros,et al.  FIELD TESTING OF A CONCRETE BOX CULVERT , 1989 .

[3]  Richard M. Bennett,et al.  Vertical Loads on Concrete Box Culverts under High Embankments , 2005 .

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

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

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

[7]  Abhijit Dasgupta,et al.  Large‐Scale Model Test on Square Box Culvert Backfilled with Sand , 1991 .

[8]  Adm Penman,et al.  Performance of culvert under Winscar dam , 1975 .

[9]  Tommy C. Hopkins,et al.  Long-Term Monitoring of Culvert Load Reduction Using an Imperfect Ditch Backfilled with Geofoam , 2011 .

[10]  Richard M. Bennett,et al.  Measurement of earth pressures on concrete box culverts under highway embankments , 1999 .

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

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

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

[14]  W J Schlick LOADS ON NEGATIVE-PROJECTING CONDUITS , 1952 .

[15]  M G Spangler A PRACTICAL APPLICATION OF THE IMPERFECT DITCH METHOD OF CONSTRUCTION , 1958 .

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

[17]  Michael G Katona,et al.  SOIL-STRUCTURE ANALYSIS AND EVALUATION OF BURIED BOX-CULVERT DESIGNS , 1981 .

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