A E Bacher

发表

Raymond E Davis, A E Bacher, 1972 .

DESIGN OF THIN WALL REINFORCED CONCRETE PIPE USING DIMENSION RATIO (DR)

A E Bacher, 1984 .

CALIFORNIA'S CULVERT RESEARCH PROGRAM--DESCRIPTION, CURRENT STATUS, AND OBSERVED PERIPHERAL PRESSURES

Raymond E Davis, A E Bacher, 1968 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT. PHASE 3. CEDAR CREEK. SECTION I: INTRODUCTION AND PROJECT DESCRIPTION WITH CONCLUSIONS AND RECOMMENDATIONS FOR IMPLEMENTATION

Raymond E Davis, A E Bacher, H D Nix, 1977 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION IX: ANALYSIS OF COSTS

Raymond E Davis, A E Bacher, F M Semans, 1979 .

Arch Culvert Footing Movements

Raymond E Davis, A E Bacher, H D Nix, 1979 .

PROOFTESTING OF A STRUCTURAL PLATE PIPE WITH VARYING BEDDING AND BACKFILL PARAMETERS: SECTION VII (VOLUME 2): FINITE ELEMENT ANALYSES OF ZONES 5 AND 8

Raymond E Davis, A E Bacher, J Lea, 1981 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVER FILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 4)--ASSUMED DISTRIBUTIONS OF TANGENTIAL TRACTIONS REQUIRED FOR STATIC EQUILIBRIUM

Raymond E Davis, A E Bacher, F M Semans, 1979 .

CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURAL STEEL PLATE PIPE CULVERT RESEARCH: DESIGN SUMMARY AND IMPLEMENTATION

A E Bacher, D E Kirkland, 1985 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 7)--NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL BENDING MOMENTS, WITH EXPERIMENTAL MOMENTS

Raymond E Davis, A E Bacher, F M Semans, 1979 .

STRUCTURAL BEHAVIOR OF A FLEXIBLE METAL CULVERT UNDER A DEEP EARTH EMBANKMENT USING METHOD A BACKFILL

Raymond E Davis, A E Bacher, D W Spannagel, 1973 .

Discussion of "Behavior of Buried Concrete Pipe"

Raymond E Davis, A E Bacher, 1979 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION VII VOLUME 3: NEUTRAL POINT ANALYSIS USING FINITE ELEMENT AND OBSERVED TRACTIONS

Raymond E Davis, A E Bacher, F M Semans, 1983 .

CORRUGATED STEEL PLATE STRUCTURES WITH CONTINUOUS LONGITUDINAL STIFFENERS: LIVE LOAD RESEARCH AND RECOMMENDED DESIGN FEATURES FOR SHORT-SPAN BRIDGES

A E Bacher, D E Kirkland, 1986 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION I, (VOLUME 2): CONCLUSIONS AND RECOMMENDATIONS, REINFORCED CONCRETE PIPE

Raymond E Davis, A E Bacher, F M Semans, 1979 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION III: (PART 1) DETERMINATION OFF INTERNAL FORCES IN THE PIPE AND PIPE DEFORMATIONS - R/C PIPE

Raymond E Davis, A E Bacher, F M Semans, 1979 .

PROOF TESTING OF A STRUCTURE PLATE PIPE WITH VARYING BEDDING AND BACKFILL PARAMETERS: SECTION I. VOLUME 2: SUMMARY, CONCLUSIONS AND RECOMMENDATIONS FOR IMPLEMENTATION. FINAL REPORT

Raymond E Davis, A E Bacher, 1985 .

CALTRANS PRESTRESSED CONCRETE PIPE CULVERT RESEARCH: DESIGN SUMMARY AND IMPLEMENTATION

A E Bacher, Albert N Banke, D E Kirkland, 1983 .

DESIGN OF THIN WALL REINFORCED CONCRETE SEMICIRCULAR ARCH USING DIMENSION RATIO

A E Bacher, D E Kirkland, M Seyed, 1988 .

READY, AIM, FIRE!: SPRAYING INSTEAD OF POURING CONCRETE GIVES DEPARTMENT ENGINEERS ANOTHER CHOICE IN BUILDING CULVERTS

A E Bacher, 1989 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS. SECTION I: INTRODUCTION, HISTORICAL BACKGROUND, PROJECT DESCRIPTION AND INSTRUMENTATION

Raymond E Davis, A E Bacher, F M Semans, 1978 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION VI; ANALYSIS OF EMBANKMENT SETTLEMENTS

Raymond E Davis, A E Bacher, M J Buchanan, 1979 .

PROOFTESTING OF A STRUCTURAL PLATE PIPE WITH VARYING BEDDING AND BACKFILL PARAMETERS: SECTION I, VOLUME 1: INTRODUCTION, HISTORICAL BACKGROUND, PROJECT DESCRIPTION AND INSTRUMENTATION

Raymond E Davis, A E Bacher, 1981 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 10)--NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL WALL DISPLACEMENTS, WITH EXPERIMENTAL DISPLACEMENTS

Raymond E Davis, A E Bacher, F M Semans, 1979 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT (PHASE 3-CEDAR CREEK)--SECTION VI: SETTLEMENT RATIO ANALYSIS

Raymond E Davis, A E Bacher, H D Nix, 1977 .

PROOF TESTING OF A STRUCTURAL PLATE PIPE WITH VARYING BEDDING AND BACKFILL PARAMETERS: SECTION VII (VOLUME 1): FINITE ELEMENT ANALYSIS: PROGRAM MODIFICATION AND ANALYSIS OF ZONE 2

Raymond E Davis, A E Bacher, J Lea, 1981 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT (PHASE 3-CEDAR CREEK)--SECTION VII (VOLUME 1): FINITE ELEMENT ANALYSES (METHOD A BACKFILL)

Raymond E Davis, A E Bacher, H D Nix, 1977 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT. PHASE 3. CEDAR CREEK. SECTION VIII: DETERMINATION OF ARCH BARRELL DISPLACEMENT FIELD

Raymond E Davis, A E Bacher, H D Nix, 1977 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 9) -- NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL REINFORCING STEEL STRESSES

Raymond E Davis, A E Bacher, F M Semans, 1979 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS--SECTION VII (VOLUME 1): FINITE ELEMENT ANALYSIS

Raymond E Davis, A E Bacher, 1982 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION I (VOLUME 3): CONCLUSIONS AND RECOMMENDATIONS FOR IMPLEMENTATION-P/S PIPE

Raymond E Davis, A E Bacher, F M Semans, 1981 .

Closure of "Arch Culvert Footing Movements"

Raymond E Davis, A E Bacher, H D Nix, 1980 .

REINFORCED-CONCRETE ARCH CULVERT RESEARCH BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION

A E Bacher, Eugene G Klein, 1980 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS SECTION V (VOLUME I): DATA ANALYSIS BY NEUTRAL POINT METHOD (THEORY AND COMPUTER CODE)

Raymond E Davis, A E Bacher, F M Semans, 1978 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION II--ANALYSIS OF EXTERNAL EMBANKMENT LOADS ON THE PIPE (SOIL STRESSES)

Raymond E Davis, A E Bacher, F M Semans, 1979 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 12) - NEUTRAL POINT ANALYSIS, P/S PIPE, EXPERIMENTAL VERIFICATION

Raymond E Davis, A E Bacher, F M Semans, 1981 .

CONCRETE PIPE CULVERT BEHAVIOR

Raymond E Davis, A E Bacher, J C Obermuller, 1974 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT (PHASE 3-CEDAR CREEK)--SECTION III: DETERMINATION OF EXPERIMENTAL, INTERNAL ARCH BARREL FORCES

Raymond E Davis, A E Bacher, H D Nix, 1977 .

REINFORCED-CONCRETE PIPE CULVERTS: DESIGN SUMMARY AND IMPLEMENTATION (DISCUSSION)

A E Bacher, Albert N Banke, D E Kirkland, 1982 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V, (VOLUME 11): NEUTRAL POINT ANALYSIS, P/S PIPE, (THEORY AND COMPUTER CODE)

Raymond E Davis, A E Bacher, F M Semans, 1981 .

PROOF TESTING OF A STRUCTURAL PLATE PIPE WITH VARYING BEDDING AND BACKFILL PARAMETERS: SECTION IIV (VOLUME 1): ANALYSIS OF EMBANKMENT MATERIALS BY KONDNER-DUNCAN SOIL MODEL

Raymond E Davis, A E Bacher, F M Semans, 1979 .

EFFECTS OF METHODS A AND B BACKFILL ON FLEXIBLE CULVERTS UNDER HIGH FILLS

Raymond E Davis, A E Bacher, David W Spannagel, 1974 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 8)--NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL, CONCRETE EXTREME FIBER STRESSES

Raymond E Davis, A E Bacher, F M Semans, 1979 .

RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION VIII: ANALYSIS OF DISTRESS

Raymond E Davis, A E Bacher, F M Semans, 1979 .

STRUCTURAL BEHAVIOR OF A REINFORCED CONCRETE ARCH CULVERT (PHASE 3-CEDAR CREEK)--SECTION V (VOLUME 2): DATA ANALYSIS BY NEUTRAL POINT METHOD (RIGID SECTIONS)

Raymond E Davis, A E Bacher, H D Nix, 1977 .

BEHAVIOR OF BURIED CONCRETE PIPE

A E Bacher, Raymond E Davis, 1979 .