| contributor author | Craig H. Benson | |
| contributor author | David E. Daniel | |
| date accessioned | 2017-05-08T20:35:46Z | |
| date available | 2017-05-08T20:35:46Z | |
| date copyright | August 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A8%281231%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20669 | |
| description abstract | The hydraulic conductivity of a highly plastic, compacted clay soil is significantly influenced by the size of clods used in preparing the soil for compaction. For soil compacted dry of optimum, hydraulic conductivity is 1,000,000 times smaller when the soil is prepared from small (4.6‐mm) rather than large (19‐mm) clods. For soil compacted wet of optimum, clod size is unimportant. Large differences are seen in the hydraulic conductivity of soils compacted with standard versus modified Proctor procedures. The conclusion reached is that the fate of clods and interclod pores during soil processing and compaction controlled the hydraulic conductivity of the compacted soil. To achieve low hydraulic conductivity, it is necessary to destroy the clods and to eliminate large interclod pores either by wetting the soil to a high water content or using a large compactive effort. | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Clods on the Hydraulic Conductivity of Compacted Clay | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:8(1231) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008 | |
| contenttype | Fulltext | |