| contributor author | Michael A. Mooney | |
| contributor author | Patrick K. Miller | |
| date accessioned | 2017-05-08T21:29:25Z | |
| date available | 2017-05-08T21:29:25Z | |
| date copyright | February 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0241%282009%29135%3A2%28199%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53456 | |
| description abstract | The lightweight deflectometer (LWD) is gaining acceptance and popularity as an in situ spot-testing device for quality control/quality assurance of earthwork compaction. Little research has been conducted to investigate the stress–strain response within the soil during LWD testing. Similarly, little research has been performed to examine the appropriateness of using homogeneous, isotropic, linear elastic half-space theory to estimate soil modulus | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Lightweight Deflectometer Test Based on In Situ Stress and Strain Response | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2009)135:2(199) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 002 | |
| contenttype | Fulltext | |
