Design and Installation of Deep Benchmarks in Expansive Soil

dc.contributor.author	Kuo-Chieh Chao
dc.contributor.author	Daniel D. Overton
dc.contributor.author	John D. Nelson
dc.date.accessioned	2017-05-08T21:01:45Z
dc.date.available	2017-05-08T21:01:45Z
dc.date.copyright	August 2006
dc.date.issued	2006
dc.identifier.other	%28asce%290733-9453%282006%29132%3A3%28124%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/35967
dc.description.abstract	Benchmarks are typically regarded as stable points to provide references for elevations. In areas with expansive soils, special techniques are necessary to provide benchmarks that are free from ground movements. To prevent the movement of benchmarks due to heaving of expansive soils, benchmarks must be anchored below the depths where these movements originate. This paper presents a design and installation procedure for three benchmarks installed to depths of approximately 30–
dc.publisher	American Society of Civil Engineers
dc.title	Design and Installation of Deep Benchmarks in Expansive Soil
dc.type	Journal Paper
dc.journal.volume	132
dc.journal.issue	3
dc.journal.title	Journal of Surveying Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9453(2006)132:3(124)
dc.tree	Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 003
dc.contenttype	Fulltext