Integral-Abutment Bridges: Geotechnical Problems and Solutions Using Geosynthetics and Ground Improvement
暂无分享,去创建一个
[1] Jafar Bolouri Bazaz,et al. Ratcheting Flow of Granular Materials , 1995 .
[2] R W James,et al. SETTLEMENT OF BRIDGE APPROACHES (THE BUMP AT THE END OF THE BRIDGE) , 1997 .
[3] Charles Wang Wai Ng,et al. Centrifuge modeling of spread-base integral bridge abutments , 1998 .
[4] John S. Horvath,et al. Integral-Abutment Bridges: Problems and Innovative Solutions Using EPS Geofoam and Other Geosynthetics , 2000 .
[5] Dana N. Humphrey,et al. Tire Shreds as Lightweight Fill for Embankments and Retaining Walls , 1998 .
[6] Vernon R. Schaefer,et al. Mitigation of Void Development under Bridge Approach Slabs Using Rubber Tire Chips , 1998 .
[7] Jay A. Puckett,et al. EFFECTS OF GEOTEXTILES ON LATERAL PRESSURE AND DEFORMATION IN HIGHWAY EMBANKMENTS , 1989 .
[8] D R Carder,et al. A LITERATURE REVIEW OF THE GEOTECHNICAL ASPECTS OF THE DESIGN OF INTEGRAL BRIDGE ABUTMENTS , 1993 .
[9] D R Carder,et al. INNOVATIVE STRUCTURAL BACKFILLS TO INTEGRAL BRIDGE ABUTMENTS , 1997 .
[10] Dov Leshchinsky,et al. GEOFOAM APPLICATIONS IN THE DESIGN AND CONSTRUCTION OF HIGHWAY EMBANKMENTS , 2004 .
[11] Charles E. Via,et al. EARTH FORCE REDUCTION BY A SYNTHETIC COMPRESSIBLE INCLUSION , 2000 .
[12] B. B. Broms,et al. EARTH PRESSURE AGAINST THE ABUTMENTS OF A RIGID FRAME BRIDGE , 1971 .
[13] Thomas C. Sandford,et al. SKEW EFFECTS ON BACKFILL PRESSURES AT FRAME BRIDGE ABUTMENTS , 1993 .