513 results on '"Edil, Tuncer B."'
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152. Comparison of batch and double compartment tests for measuring voc transport parameters in geomembranes
153. Resilient Modulus of Recycled Asphalt Pavement and Recycled Concrete Aggregate
154. Recent Findings on Compressibility of Municipal Solid Waste
155. Investigation of White Bluffs Landslides in Washington State
156. pH-Dependent Leaching of Trace Elements from Recycled Concrete Aggregate
157. Recycled Asphalt Shingles Mixed with Granular Byproducts as Structural Fills
158. An Evaluation of Reclaimed Asphalt Shingles for Beneficial Reuse in Roadway Construction
159. Stabilization of Organic Soils with Fly Ash
160. Leaching Behavior and Mechanisms Controlling the Release of Elements from Soil Stabilized with Fly Ash
161. Evaluation of Variables Affecting Sustainable Highway Design with BE2ST-in-Highways System
162. Use if BEST In-Highways for Green Highway Construction Rating in Wisconsin
163. Trace Element Leaching from Recycled Pavement Materials Stabilized with Fly Ash
164. Quantitative Assessment of Environmental and Economic Benefits of Recycled Materials in Highway Construction
165. Field Evaluation of Fly Ash Stabilized Subgrade in US 12 Highway
166. Construction of Earth Dams on Soft Ground: Principles and Examples
167. Effect of Suction on Resilient Modulus of Compacted Fine-Grained Subgrade Soils
168. Mechanical Performance of Pavement Geomaterials Stabilized with Fly Ash in Field Applications
169. Evaluation of the Zone of Influence and Stiffness Improvement from Geogrid Reinforcement in Granular Materials
170. Closure to “Staged Construction and Settlement of a Dam Founded on Soft Clay” by Sukru Ozcoban, Mehmet M. Berilgen, Havvanur Kilic, Tuncer B. Edil, and I. Kutay Ozaydin
171. Modulus−suction−moisture relationship for compacted soils
172. Evaluation of Base Prepared from Road Surface Gravel Stabilized with Fly Ash
173. Solidification/Stabilization of PCB-Contaminated Wastewater Treatment Sludges
174. Mobilization of Cr(VI) from chromite ore processing residue through acid treatment
175. Reproducibility of Direct Shear Tests Conducted on Granular Backfill Materials
176. Contribution of Geosynthetic Reinforcement to Granular Layer Stiffness
177. Numerical Analysis of Catenary Load Transfer Platform for Geopier-Supported Embankment
178. Evaluation of Recycled Asphalt Pavement Material Stabilized with Fly Ash
179. Sustainable Construction Case History: Fly Ash Stabilization of Recycled Asphalt Pavement Material
180. On the Investigations of Resilient Modulus of Residual Tropical Gravel Lateritic Soils from Senegal (West Africa)
181. Soil-Structure Interface Shear Transfer Behavior
182. Errata for “Hydraulic Conductivity and Swell of Nonprehydrated Geosynthetic Clay Liners Permeated with Multispecies Inorganic Solutions” by D. Kolstad, C. Benson, and T. Edil
183. Leachate Concentrations from Water Leach and Column Leach Tests on Fly Ash-Stabilized Soils
184. Deflection of Prototype Geosynthetic-Reinforced Working Platforms over Soft Subgrade
185. Alternative Testing Techniques for Modulus of Pavement Bases and Subgrades
186. Defect Detection in Deep-Mixed Columns using Geophysical Methods: A Computer Modeling Study
187. Long-Term Hydraulic Conductivity of a Geosynthetic Clay Liner Permeated with Inorganic Salt Solutions
188. Structural Contribution of Geosynthetic-Reinforced Working Platforms in Flexible Pavement
189. Development of Methodology to Include Structural Contribution of Alternative Working Platforms in Pavement Structure
190. Hydraulic Conductivity and Cation Exchange in Non-prehydrated And Prehydrated Bentonite Permeated with Weak Inorganic Salt Solutions
191. Case Study of Subgrade Stabilization Using Fly Ash: State Highway 32, Port Washington, Wisconsin
192. A Review of Mechanical and Chemical Properties of Shredded Tires and Soil Mixtures
193. Behavior of a Soil-Tire Shreds Backfill for Modular Block-Wall
194. Beneficial use of Foundry By-Products in Highway Construction
195. Non-Destructive Evaluation of Cement-Mixed Soil
196. Evaluation of Woven Geotextile Pore Structure Parameters Using Image Analysis
197. Equivalency of Crushed Rock and Three Industrial By-Products Used for Working Platforms During Pavement Construction
198. Suitability of shredded tyres as a substitute for a landfill leachate collection medium
199. A review of aqueous-phase VOC transport in modern landfill liners
200. Relationship Between Soil Stiffness Gauge Modulus and Other Test Moduli for Granular Soils
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