377 results on '"Briaud, Jean-Louis"'
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102. Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles
103. The pressuremeter application to pavement design
104. Behavior of railroads on shrink-swell soils.
105. Scour at bridges due to debris Accumalation: A Review
106. Abutment Scour in Cohesive Soil: Initial Results
107. Maximum Migration Distance of a Meandering Channel
108. Scour Depth at Bridges: Method Including Soil Properties. II: Time Rate of Scour Prediction
109. Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction
110. The SRICOS-EFA Computer Program For Bridge Scour
111. Erosion Function Apparatus Overview and Discussion of Influence Factors on Cohesive Soil Erosion Rate in EFA Test
112. Prediction Request for ICSF-1
113. Shear Stress Approach to Pier Scour Predictions
114. Bed Shear Stress Around Rectangular Pier: Numerical Approach
115. Flume Tests Results
116. Praktische Berechnungen zu Kolken an Brücken in den USA / United States Practice for Bridge Scour Analysis
117. Shallow Water Effect on Pier Scour in Clays
118. Future Hydrographs and Scour Risk Analysis
119. Predicting Meander Migration: Evaluation of Some Existing Techniques
120. Preface
121. Comparison Between Predictions and Measurements
122. Pier Scour at Woodrow Wilson Bridge and SRICOS Method
123. Handbook for Marine Geotechnical Engineering
124. Bump at the end of the bridge
125. LRFD Calibration of Bridge Foundations Subjected to Scour
126. Statistical, Risk, and Reliability Analyses of Bridge Scour
127. Evaluation of Unknown Foundations of Bridges Subjected to Scour
128. Full Scale Crash Test on a Group of Piles in Clay.
129. Single Degree of Freedom Modeling and Testing of a Pile under Lateral Impact Load
130. Prediction of time-dependent channel meander migration based on large-scale laboratory experiments
131. DESIGN OF MSE WALL REINFORCEMENT AND BARRIERS AGAINST TRUCK IMPACT OF THE BARRIER PLACED ON TOP OF THE WALL
132. Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems
133. Three-dimensional resistivity tomography in extreme coastal terrain amidst dense cultural signals: application to cliff stability assessment at the historic D-Day site
134. Maximum Abutment Scour Depth in Cohesive Soils
135. Coupled water content method for shrink and swell predictions
136. Is Scour Important for Pile Foundation Design in Deepwater?
137. A total stress-pore water pressure formulation of coupled consolidation analysis for saturated soils
138. Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling
139. Wave Forces on Bridge Decks during Hurricanes and Impact on the Foundation
140. Stability Analysis and Full-Scale Test of Traffic Barrier–Moment Slab System
141. The Effect of Abutment Length for Abutment Scour in Cohesive Soil: Initial Results
142. Cliff Stability Assessment Using Electrical Resistivity Tomography at the Historic WWII D-Day Invasion Site, Pointe du Hoc, France
143. Influence of the 2002 Texas Section of ASCE Recommended Practice on the Beam Depths for Stiffened Slabs on Shrink-Swell Soils Using BRAB and WRI
144. Preliminary Evaluation of the Bump at the End of the Railway Bridge
145. BCD: A New Tool for Compaction Control
146. Comparison of Beam Depths for Stiffened Slabs on Shrink-Swell Soils Using WRI, PTI 2004 and AS 2870
147. LRFD Calibration of Bridge Foundations Subjected to Scour.
148. SRICOS-Erosion Function Apparatus Method: An Overview of Its Measurement of Scour Depth
149. Deep Mixing for Excavation Support: Design Issues
150. The SRICOS-EFA Method
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