Evaluation of Factors Affecting Earth Pressures on Buried Box Culverts
暂无分享,去创建一个
[1] Joseph B Hannon,et al. MEASUREMENT OF EARTH PRESSURE , 1985 .
[2] Joseph E. Bowles,et al. Foundation analysis and design , 1968 .
[3] Ernest T. Selig,et al. DYNAMICS OF VIBRATORY ROLLER COMPACTION , 1979 .
[4] Pierre-Yves Hicher,et al. Elastic Properties of Soils , 1996 .
[5] George M Fitz,et al. Static and dynamic measurements using embedded earth pressure cells , 1994 .
[6] D R Carder,et al. EXPERIMENTAL RETAINING WALL FACILITY--LATERAL STRESS MEASUREMENTS WITH SAND BACKFILL , 1977 .
[7] G M Filz,et al. Compactor force and energy measurements , 1993 .
[8] Rl. MONITORING BEHAVIOR OF GROUTED ANCHORS USING VIBRATING-WIRE GAUGES , 1995 .
[9] Shobha K Bhatia,et al. USE OF THE FINITE ELEMENT METHOD IN MODELLING A STATIC EARTH PRESSURE PROBLEM , 1989 .
[10] Raymond B. Seed,et al. Estimation earth pressures due to compaction , 1991 .
[11] George M. Filz,et al. Vertical shear loads on nonmoving walls. I: Theory , 1997 .
[12] Brahim Benmokrane,et al. MONITORING BEHAVIOR OF GROUTED ANCHORS USING VIBRATING-WIRE GAUGES , 1995 .
[13] Maher K. Tadros,et al. FIELD TESTING OF A CONCRETE BOX CULVERT , 1989 .
[14] Allen L Sehn,et al. INSTRUMENTATION FOR MEASURING EARTH PRESSURES DUE TO COMPACTION , 1990 .
[15] C.R.I. Clayton,et al. DISCUSSION: CONVENTIONAL RETAINING WALLS: PILOT AND FULL-SCALE STUDIES. , 1989 .
[16] Ernest T. Selig,et al. RIGID PIPE DISTRESS IN HIGH EMBANKMENTS OVER SOFT SOIL STRATA , 1994 .
[17] Harry F. Girdler. Loads on Box Culverts under High Embankments , 1974 .
[18] M Spangler. LATERAL PRESSURES ON RETAINING WALLS CAUSED BY SUPERIMPOSED LOADS , 1939 .
[19] G. Y. Felio,et al. Monitoring and Performance of a Bridge Abutment , 1984 .
[20] M G Katona,et al. CANDE-1980 : box culverts and soil models , 1981 .
[21] Raymond E Davis,et al. RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION IX: ANALYSIS OF COSTS , 1979 .
[22] T. S. Ingold. The effects of compaction on retaining walls , 1979 .
[23] John Dunnicliff,et al. Geotechnical Instrumentation for Monitoring Field Performance , 1988 .
[24] M K Tadros. COST-EFFECTIVE CONCRETE BOX CULVERT DESIGN. FINAL REPORT , 1986 .
[25] Rick L. Russ. LOADS ON BOX CULVERTS UNDER HIGH EMBANKMENTS: POSITIVE PROJECTION, WITHOUT IMPERFECT TRENCH , 1975 .
[26] Raymond E Davis,et al. Concrete Arch Culvert Behavior-Phase 2 , 1972 .
[27] Gm Filz,et al. Drift of flush-mounted pressure cell readings , 1993 .
[28] Lee W Abramson,et al. RELIABILITY OF STRAIN GAUGES AND LOAD CELLS FOR GEOTECHNICAL ENGINEERING APPLICATIONS , 1985 .
[29] Jan Vaslestad,et al. LOAD REDUCTION ON RIGID CULVERTS BENEATH HIGH FILLS: LONG-TERM BEHAVIOR , 1993 .
[30] I F Symons,et al. CONVENTIONAL RETAINING WALLS: PILOT AND FULL-SCALE STUDIES. , 1988 .
[31] C. Gary Kellogg. Vertical Earth Loads on Buried Engineered Works , 1993 .
[32] A. K. Turner,et al. Landslides : investigation and mitigation , 1996 .
[33] D W Hight,et al. EARTH PRESSURE ON PRECAST PANEL RETAINING WALL , 1977 .
[34] George M. Filz,et al. EARTH PRESSURES DUE TO COMPACTION: COMPARISON OF THEORY WITH LABORATORY AND FIELD BEHAVIOR , 1996 .
[35] Raymond B. Seed,et al. Compaction‐Induced Earth Pressures Under K0‐Conditions , 1986 .
[36] Abhijit Dasgupta,et al. Large‐Scale Model Test on Square Box Culvert Backfilled with Sand , 1991 .
[37] J. G. Macgregor,et al. Statistical Descriptions of Strength of Concrete , 1979 .
[38] C.R.I. Clayton. The ninth international conference on soil mechanics and foundation engineering , 1977 .
[39] J. M. Duncan. State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes , 1996 .
[40] Braja M. Das,et al. Principles of Foundation Engineering , 1984 .
[41] Michael McVay,et al. FINITE-ELEMENT MODELING OF BURIED CONCRETE PIPE INSTALLATIONS , 1982 .