383 results on '"Murad Y"'
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152. Recombinant human macrophage colony-stimulating factor-induced thrombocytopenia in dogs
153. FLT3 ligand promotes engraftment of allogeneic hematopoietic stem cells without significant graft-versus-host disease
154. Adoptive immunotherapy against kidney targets in dog-leukocyte antigen-identical mixed hematopoietic canine chimeras
155. Survival of small bowel transplants in canine mixed hematopoietic chimeras: preliminary results
156. Field Investigation of Pile Setup in Mixed Soil
157. Cones of skin occur where hypertrophic scar occurs
158. Anti-thymocyte-globulin (ATG) in the nonmyeloablative conditioning for canine hematopoietic cell transplant (HCT)
159. Implementation of LRFD of Drilled Shafts in Louisiana
160. Calibration of Side, Tip, and Total Resistance Factors for Load and Resistance Factor Design of Drilled Shafts
161. Solving the bump problem.
162. Evaluation of geogrid base reinforcement in flexible pavement using cyclic plate load testing
163. Estimating Embankment Settlement from Piezocone Penetration Test Data
164. Field Testing and Analyses of a Batter Pile Group Foundation under Lateral Loading
165. Implementation of a Critical State Two-Surface Model to Evaluate the Response of Geosynthetic Reinforced Pavements
166. A Smart Health Monitoring System for the New I-10 Twin Span Bridge over Lake Pontchartrain
167. Field Rutting Performance of Various Base and Subbase Materials under Two Types of Loading
168. Interpretation Criteria to Evaluate Resistance Factors for Axial Load Capacity of Drilled Shafts
169. Development of a Probabilistic-Based CPT Method for Evaluating the Ultimate Capacity of Friction Piles
170. Estimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results
171. From Theory to Implementation of a CPT-Based Probabilistic and Fuzzy Soil Classification
172. Calibration of Resistance Factors for Axially Loaded Concrete Piles Driven into Soft Soils
173. Computerized Cone Penetration Test for Soil Classification
174. Possible Evaluation of Overconsolidation Ratio of Clayey Soils from Piezocone Penetration Tests
175. Effect of Reinforcement on Resilient and Permanent Deformations of Base Course Material
176. Evaluating Deformation Modulus of Cohesive Soils from Piezocone Penetration Test for Consolidation Settlement
177. Evaluating the Light Falling Weight Deflectometer Device for in Situ Measurement of Elastic Modulus of Pavement Layers
178. Numerical Parametric Study of Strip Footing on Reinforced Embankment Soils
179. Probabilistic CPT Method for Estimating the Ultimate Capacity of Friction Piles
180. Laboratory Investigation of Behavior of Foundations on Geosynthetic-Reinforced Clayey Soil
181. Partial Donor-Specific Tolerance to Delayed Skin Grafts After Rejection of Hematopoietic Cell Graft
182. Comparison of Field and Laboratory Pullout Tests on Geosynthetics in Marginal Soils
183. Donor-Specific Tolerance Is Induced after Nonmyeloablative Conditioning and Allogeneic Hematopoietic Cell Transplantation and May Persist after Graft Rejection.
184. The Use of Dynamic Cone Penetrometer to Predict Resilient Modulus of Subgrade Soils
185. Finite-Element Analysis of Inclined Piezocone Penetration Test in Clays
186. Evaluation of trench backfills at highway cross-drains
187. Application of Dynamic Cone Penetrometer in Pavement Construction Control
188. Reliability of Piezocone Penetration Test Methods for Estimating the Coefficient of Consolidation of Cohesive Soils
189. Probabilistic CPT Method for Estimating the Ultimate Capacity of Friction Piles
190. Evaluation of Interaction Between Geosynthetics and Marginal Cohesive Soils from Pullout Tests
191. FLT3 ligand promotes engraftment of allogeneic hematopoietic stem cells without significant graft-versus-host disease1
192. Louisiana Experience with Foamed Recycled Asphalt Pavement Base Materials
193. Donor-Specific Tolerance Is Induced after Nonmyeloablative Conditioning and Allogeneic Hematopoietic Cell Transplantation and May Persist after Graft Rejection
194. Implementation of Cone Penetration Test Technology in Design and Analysis of Driven Piles
195. Evaluation of CPT Methods for Load and Resistance Factor Design of Driven Piles.
196. Computational model for the simulation of the shield tunneling process in cohesive soils
197. Prediction of Bearing Capacity of Friction Piles in Soft Louisiana Soils by Cone Penetration Test
198. Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils
199. Estimation of Subgrade Soils Resilient Modulus from in-situ Devices Test Results.
200. Finite-Element Analysis of Inclined Piezocone Penetration Test in Clays.
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