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2000
LIQUEFACTION MITIGATION USING STONE COLUMNS AROUND DEEP FOUNDATIONS: FULL-SCALE TEST RESULTS

Transportation Research Record, Issue 1736, p. 110-118

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2000
ASSESSMENT OF 100-YEAR-OLD FOUNDATION SYSTEM TO MEET CURRENT RETROFIT LOAD DEMANDS

Transportation Research Record, Issue 1736, p. 41-48

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2000
ASSESSMENT AND REUSE OF OLD FOUNDATIONS

Transportation Research Record, Issue 1736, p. 49-52

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2000
STATE OF THE PRACTICE FOR DESIGN OF GROUPS OF LATERALLY LOADED DRILLED SHAFTS

Transportation Research Record, Issue 1736, p. 33-40

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2000
NEW METHOD TO STABILIZE THE UPLIFT-PRESSURE PROBLEM FOR RAFT FOUNDATIONS

Transportation Research Record, Issue 1721, p. 31-38

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2000
DESIGN AND PERFORMANCE OF JOINTLESS BRIDGES IN ONTARIO: NEW TECHNICAL AND MATERIAL CONCEPTS

Transportation Research Record, Issue 1696, p. 109-121

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2000
SPECIAL-DESIGN PRECAST CONCRETE BEAMS FOR SIDNEY LANIER BRIDGE REPLACEMENT PROJECT

Transportation Research Record, Issue 1696, p. 48-51

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1999-07
Instrumentation for measuring scour at bridge piers and abutments

TR News, Issue 203, 32-3

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1999
EVALUATION OF PILE RESPONSE DUE TO LIQUEFACTION-INDUCED LATERAL SPREADING OF THE GROUND

Workshop on New Approaches to Liquefaction Analysis, 10p

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1999
GEOTECHNICAL RELATED DEVELOPMENT AND IMPLEMENTATION OF LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHODS

NCHRP Synthesis of Highway Practice, Issue 276, 75 p.

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1999
RESISTANCE OF STEEP CONCRETE BLOCK PAVEMENTS TO HIGH-VELOCITY WATER FLOW

Transportation Research Record, Issue 1684, p. 118-127

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1999
EVALUATION OF PILE CAPACITY PREDICTION METHODS BASED ON CONE PENETRATION TESTING USING RESULTS FROM I-15 LOAD TESTS

Transportation Research Record, Issue 1675, p. 40-50

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1999
PORE PRESSURE DISSIPATION BEHAVIOR SURROUNDING DRIVEN PILES AND CONE PENETROMETERS

Transportation Research Record, Issue 1675, p. 17-23

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1999
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION EXPERIENCE WITH PREDESIGN LOAD TESTING

Transportation Research Record, Issue 1663, p. 50-56

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1999
VALUE OF METHODS FOR PREDICTING AXIAL PILE CAPACITY

Transportation Research Record, Issue 1663, p. 57-63

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1999
MEASURED TIME EFFECTS FOR AXIAL CAPACITY OF DRIVEN PILING

Transportation Research Record, Issue 1663, p. 8-15

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1999
CHARACTERIZATION OF PILE CAPACITY WITH TIME IN THE COOPER MARL: STUDY OF APPLICABILITY OF A PAST APPROACH TO PREDICT LONG-TERM PILE CAPACITY

Transportation Research Record, Issue 1663, p. 16-24

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1999
MEASURED PILE SETUP DURING LOAD TESTING AND PRODUCTION PILING: I-15 CORRIDOR RECONSTRUCTION PROJECT IN SALT LAKE CITY, UTAH

Transportation Research Record, Issue 1663, p. 1-7

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1999
NUMERICAL PROCEDURE FOR PREDICTING PILE CAPACITY--SETUP/FREEZE

Transportation Research Record, Issue 1663, p. 25-32

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1999
MINNESOTA DEPARTMENT OF TRANSPORTATION OVERLOAD FIELD TESTS OF STANDARD AND STANDARD INSTALLATION DIRECT DESIGN REINFORCED CONCRETE PIPE INSTALLATIONS

Transportation Research Record, Issue 1656, p. 64-72

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1998-07
FHWA PERSPECTIVE ON UPDATING NEEDS

Transportation Research Circular, Issue E-C002, p. 17-19

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1998
DEVELOPMENT OF A SEQUENTIAL KINKING TERMINAL FOR W-BEAM GUARDRAILS

Transportation Research Record, Issue 1647, p. 89-96

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1998
NUMERICAL MODELING OF SPREAD FOOTINGS AT BRIDGE-EMBANKMENT INTERFACES

Transportation Research Record, Issue 1633, p. 61-67

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1998
QUALITY CONTROL FOR PILE FOUNDATIONS USING NONDESTRUCTIVE TESTING: CASE STUDIES IN TAIWAN

Transportation Research Record, Issue 1633, p. 102-107

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1998
DIFFERENTIAL SETTLEMENTS AND INELASTIC RESPONSE IN STEEL BRIDGE BEAMS

Transportation Research Record, Issue 1633, p. 68-73

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Showing 201 - 225 of 550 records