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51. 2002

IMPLEMENTATION OF CONE PENETRATION TEST TECHNOLOGY IN DESIGN AND ANALYSIS OF DRIVEN PILES

Transportation Research Record, Issue 1808, p. 168-179

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52. 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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53. 2002

ROAD STABILIZATION, RECONSTRUCTION, AND MAINTENANCE WITH A COMBINED MECHANICALLY STABILIZED EARTH AND SECANT PILE WALL: ZION NATIONAL PARK, UTAH

Transportation Research Record, Issue 1808, p. 76-83

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54. 2002

CALIBRATION OF LOAD AND RESISTANCE FACTOR DESIGN: RESISTANCE FACTORS FOR DRILLED SHAFT DESIGN

Transportation Research Record, Issue 1808, p. 108-111

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55. 2001

INSTRUMENTATION AND CONSTRUCTION PERFORMANCE MONITORING FOR I-15 RECONSTRUCTION PROJECT IN SALT LAKE CITY, UTAH

Transportation Research Record, Issue 1772, p. 40-47

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56. 2001

SEISMIC BEHAVIOR OF MICROPILES USED AS FOUNDATION SUPPORT ELEMENTS: THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS

Transportation Research Record, Issue 1772, p. 84-90

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57. 2001

ENGINEERING ANALYSIS OF DYNAMIC BEHAVIOR OF MICROPILE SYSTEMS

Transportation Research Record, Issue 1772, p. 91-106

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58. 2001

STRAIN WEDGE MODEL HYBRID ANALYSIS OF LATERALLY LOADED PILE GROUP

Transportation Research Record, Issue 1772, p. 115-121

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59. 2001

USER QUERY INTERFACE FOR THE DEEP-FOUNDATIONS LOAD-TEST DATABASE

Transportation Research Record, Issue 1755, p. 3-14

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60. 2000-03

DYNAMIC PILE MONITORING: A CONTINUING RESEARCH EFFORT

TR News, Issue 207, p. 3-7

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61. 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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62. 2000

LIQUEFACTION AND LATERAL SPREAD EVALUATION AND MITIGATION FOR HIGHWAY OVERPASS STRUCTURE: CHERRY HILL INTERCHANGE, DAVIS COUNTY, UTAH

Transportation Research Record, Issue 1736, p. 119-126

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63. 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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64. 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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65. 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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66. 1999

PORE PRESSURE DISSIPATION BEHAVIOR SURROUNDING DRIVEN PILES AND CONE PENETROMETERS

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

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67. 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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68. 1999

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION EXPERIENCE WITH PREDESIGN LOAD TESTING

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

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69. 1999

VALUE OF METHODS FOR PREDICTING AXIAL PILE CAPACITY

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

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70. 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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71. 1999

MEASURED TIME EFFECTS FOR AXIAL CAPACITY OF DRIVEN PILING

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

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72. 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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73. 1999

NUMERICAL PROCEDURE FOR PREDICTING PILE CAPACITY--SETUP/FREEZE

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

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74. 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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75. 1997

SOIL-PILE-SUPERSTRUCTURE INTERACTION IN LIQUEFIABLE SAND

Transportation Research Record, Issue 1569, p. 55-64

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