| dc.contributor.author | Smith | |
| dc.contributor.author | Choi | |
| dc.contributor.author | Prouty | |
| dc.contributor.author | Jordan | |
| dc.contributor.author | Henning | |
| dc.date.accessioned | 2017-05-08T22:18:54Z | |
| dc.date.available | 2017-05-08T22:18:54Z | |
| dc.date.copyright | November 2014 | |
| dc.date.issued | 2014 | |
| dc.identifier.other | 40531153.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/77294 | |
| dc.description.abstract | As part of the Geoid Slope Validation Survey of 2011 (GSVS11), the global positioning system (GPS) was used in a variety of ways to determine the geodetic coordinates of nearly 400 passive geodetic control marks. The Texas DOT (TXDOT) real-time network (RTN) was one of the GPS positioning tools used. Both 6- and 180-s occupations were performed with the TXDOT RTN, as well as static 20-min occupations [processed using the National Geodetic Survey (NGS) | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Analysis of the TXDOT RTN and <i>OPUS-RS</i> from the Geoid Slope Validation Survey of 2011: Case Study for Texas | |
| dc.type | Journal Paper | |
| dc.journal.volume | 140 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Surveying Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)SU.1943-5428.0000136 | |
| dc.tree | Journal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
