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176. 1991

STRUCTURAL EVALUATION OF THE FAILURE OF THE HARRISON ROAD BRIDGE OVER THE GREAT MIAMI RIVER

Transportation Research Record, Issue 1319, p. 43-54

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177. 1991

MODELING BRIDGE FOUNDATIONS FOR SEISMIC DESIGN AND RETROFITTING

Transportation Research Record, Issue 1290, p. 113-126

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178. 1991

LATERAL LOAD TEST ON DRIVEN PILE FOOTINGS

Transportation Research Record, Issue 1290, p. 139-144

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179. 1990

Modern geotechnical methods: instrumentation and vibratory hammers

Transportation Research Record, Issue 1277, 160p

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180. 1990

SOUND BARRIER WALL FOUNDATIONS IN GRANULAR MATERIAL

Transportation Research Record, Issue 1288, p. 158-167

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181. 1990

EVALUATION OF IN SITU STRENGTH OF A PEAT DEPOSIT FROM LATERALLY LOADED PILE TEST RESULTS

Transportation Research Record, Issue 1278, p. 103-109

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182. 1990

EVALUATION OF BEARING CAPACITY OF VIBRO-DRIVEN PILES FROM LABORATORY EXPERIMENTS

Transportation Research Record, Issue 1277, p. 112-119

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183. 1990

BEARING CAPACITY PREDICTION FROM PILE DYNAMICS

Transportation Research Record, Issue 1277, p. 120-127

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184. 1990

AXIAL CAPACITY OF VIBRATORY-DRIVEN PILES VERSUS IMPACT-DRIVEN PILES

Transportation Research Record, Issue 1277, p. 128-135

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185. 1990

AXIAL RESPONSE OF THREE VIBRATORY- AND THREE IMPACT-DRIVEN H PILES IN SAND

Transportation Research Record, Issue 1277, p. 136-147

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186. 1990

DEVELOPMENT OF AN EXPERT SYSTEM FOR PRELIMINARY SELECTION OF PILE FOUNDATION

Transportation Research Record, Issue 1277, p. 153-160

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187. 1989-06

LABORATORY EVALUATION OF PILES INSTALLED WITH VIBRATORY DRIVERS

NCHRP Report, Issue 316, 57 p.

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188. 1989

Geotechnical engineering 1989

Transportation Research Record, Issue 1219, 182p

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189. 1989

RATIONAL DESIGN APPROACH FOR INTEGRAL ABUTMENT BRIDGE PILES

Transportation Research Record, Issue 1223, p. 12-23

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190. 1989

COMPARISON OF FORMULA PREDICTIONS WITH PILE LOAD TESTS

Transportation Research Record, Issue 1219, p. 1-12

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191. 1989

STUDY OF DYNAMIC METHODS OF PREDICTING PILE AXIAL LOAD CAPACITY BY LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

Transportation Research Record, Issue 1219, p. 13-20

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192. 1989

ANALYTICAL STUDY OF LATERALLY LOADED CAST-IN-DRILLED-HOLE PILES

Transportation Research Record, Issue 1219, p. 33-42

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193. 1989

ANALYSES OF LATERALLY LOADED DRILLED SHAFTS USING IN SITU TEST RESULTS

Transportation Research Record, Issue 1235, p. 60-67

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194. 1989

LOAD-DEFLECTION RESPONSE OF PILES IN SAND: PERFORMANCE PREDICTION USING THE DMT

Transportation Research Record, Issue 1235, p. 79-88

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195. 1988

Geotechnical instrumentation

Transportation Research Record, Issue 1169, 93p

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196. 1988

LATERALLY LOADED CAST-IN-DRILLED-HOLE PILES

Transportation Research Record, Issue 1191, p. 155-165

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197. 1988

INSTRUMENTATION FOR TESTS OF PILES SUBJECTED TO AXIAL LOADING

Transportation Research Record, Issue 1169, p. 33-42

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198. 1988

USE OF THE WAVE EQUATION BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

Transportation Research Record, Issue 1169, p. 43-48

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199. 1988

NYSDOT'S CONSTRUCTION CONTROL OF PILE FOUNDATIONS WITH DYNAMIC PILE TESTING

Transportation Research Record, Issue 1169, p. 49-53

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200. 1988

DISCUSSION OF PROCEDURES FOR THE DETERMINATION OF PILE CAPACITY

Transportation Research Record, Issue 1169, p. 54-61

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