| contributor author | David N. Richardson | |
| date accessioned | 2017-05-08T21:03:31Z | |
| date available | 2017-05-08T21:03:31Z | |
| date copyright | September 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-947x%281997%29123%3A5%28385%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37038 | |
| description abstract | A study was undertaken to determine the drainability characteristics of several types of unbound granular materials that are used in pavement bases. From the literature, testing concerns were identified and analyzed. Hydraulic conductivity and effective porosity were determined for aggregates from two sources of crushed stone and two sources of gravel. For each material two open gradations were tested in a rigid wall permeameter. One dense gradation of each material, at two levels of compaction, was tested in a flexible wall permeameter as well. Efforts were made to reduce possible flow along the sides of the rigid wall permeameter and to eliminate problems with air bubbles. The average hydraulic conductivities for the open and dense-graded materials were 3.6 × 10 | |
| publisher | American Society of Civil Engineers | |
| title | Drainability Characteristics of Granular Pavement Base Material | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1997)123:5(385) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext | |
