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2003
DISSIPATION PATTERN OF EXCESS PORE PRESSURE AFTER LIQUEFACTION IN SATURATED SAND DEPOSITS

Transportation Research Record, Issue 1821, p. 59-67

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2003
IMPROVING PERFORMANCE THROUGH CONSIDERATION OF TERRAIN CONDITIONS: SOILS, DRAINAGE, AND CLIMATE

Transportation Research Record, Issue 1819, p. 369-377

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2002
PORE PRESSURE RESPONSE OF LIQUEFIED SAND IN FULL-SCALE LATERAL PILE LOAD TESTS

Transportation Research Record, Issue 1808, p. 21-29

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2002
LABORATORY TESTING OF SUCTION AND DEFORMATION PROPERTIES OF BASE COURSE AGGREGATES

Transportation Research Record, Issue 1787, p. 83-89

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2002
FILTER PAPER TECHNIQUE FOR MEASURING TOTAL SOIL SUCTION

Transportation Research Record, Issue 1786, p. 120-128

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2001
GEOCOMPOSITE CAPILLARY BARRIER DRAIN SYSTEM WITH FIBERGLASS TRANSPORT LAYER

Transportation Research Record, Issue 1772, p. 131-136

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2001
MODELING PAVEMENT SUBDRAINAGE SYSTEMS

Transportation Research Record, Issue 1772, p. 137-142

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2001
WETTING-INDUCED SETTLEMENT OF COMPACTED-FILL EMBANKMENTS

Transportation Research Record, Issue 1755, p. 111-118

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2001
AUTOMATED MEASUREMENT OF TOTAL SUCTION CHARACTERISTICS IN HIGH-SUCTION RANGE: APPLICATION TO ASSESSMENT OF SWELLING POTENTIAL

Transportation Research Record, Issue 1755, p. 119-128

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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
CRITICAL REVIEW OF COUPLED FLOW THEORIES FOR CLAY BARRIERS

Transportation Research Record, Issue 1714, p. 57-64

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2000
INFLUENCE OF SOIL SUCTION AND ENVIRONMENTAL FACTORS ON DRYING CHARACTERISTICS OF GRANULAR SUBGRADE SOILS

Transportation Research Record, Issue 1714, p. 98-106

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2000
DEGREE AND EXTENT OF WETTING DUE TO CAPILLARY RISE IN SOILS

Transportation Research Record, Issue 1709, p. 114-120

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1999
EFFECT OF LIQUEFACTION ON LATERAL RESPONSE OF PILES BY CENTRIFUGE MODEL TESTS

Workshop on New Approaches to Liquefaction Analysis, 5p

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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
PREDICTION OF PILE SETUP IN CLAY

Transportation Research Record, Issue 1663, p. 33-40

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1998
CENTRIFUGE TESTING OF REMEDIATION OF LIQUEFACTION AT BRIDGE SITES

Transportation Research Record, Issue 1633, p. 26-37

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1998
VARIATION OF SOIL SUCTION WITH DEPTH IN DALLAS AND FORT WORTH, TEXAS

Transportation Research Record, Issue 1615, p. 100-104

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1998
AXIAL-TORSIONAL TESTING SYSTEM FOR CLAY WITH LOCAL STRAIN MEASUREMENT

Transportation Research Record, Issue 1614, p. 24-32

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1997
SOIL SUCTION DISPERSION AND STATISTICAL ANALYSIS WITH DEPTH AT THE MEDFORD AIRPORT

Transportation Research Record, Issue 1596, p. 76-83

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1997
SUCTION MEASUREMENTS ON A SASKATCHEWAN SOIL USING A DIRECT-MEASUREMENT, HIGH-RANGE SUCTION SENSOR

Transportation Research Record, Issue 1596, p. 84-92

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1997
CONSTRUCTION, INSTRUMENTATION AND LOAD TESTING OF THE DANISH ROAD TESTING MACHINE FOR THE INTERNATIONAL PAVEMENT SUBGRADE PERFORMANCE STUDY

Transportation Research Record, Issue 1596, p. 7-14

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1997
STABILIZATION OF SHALLOW SLOPE FAILURES WITH LIME PILES

Transportation Research Record, Issue 1589, p. 83-91

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1997
USE OF CENTRIFUGE AND NUMERICAL MODELING IN DESIGN OF PIER 400 AT THE PORT OF LOS ANGELES

Transportation Research Record, Issue 1582, p. 13-21

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1996
LIQUEFACTION RISK ASSESSMENT: EVALUATION OF THREE STATISTICAL MODELS

Transportation Research Record, Issue 1526, p. 79-85

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Showing 76 - 100 of 220 records