Show simple item record

contributor authorS. D. Boone
contributor authorP. J. Barr
contributor authorJ. A. Bay
date accessioned2017-05-08T21:37:12Z
date available2017-05-08T21:37:12Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29cf%2E1943-5509%2E0000046.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57632
description abstractThis paper summarizes the measured properties of a three-layer model concrete tunnel lining using a newly proposed combined stress wave propagation (CSWP) method. The spectral analysis of surface waves (SASW) and impact echo (IE) methods were used in combination to determine the in-place dynamic properties of the tunnel lining and to locate embedded voids. Simultaneously, the free-free resonant column (FFRC) method was independently used to determine the dynamic properties of the materials used to construct the concrete tunnel lining. Finally, a direct
publisherAmerican Society of Civil Engineers
titleNondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Stress Wave Propagation Method
typeJournal Paper
journal volume23
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000043
treeJournal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record