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contributor authorYongkyu Choi
contributor authorDong-Chol Kim
contributor authorSung-Soo Kim
contributor authorMoon S. Nam
contributor authorTae-Hyung Kim
date accessioned2017-05-08T21:39:57Z
date available2017-05-08T21:39:57Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29co%2E1943-7862%2E0000681.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58837
description abstractNoise and vibration caused by pile driving may disturb surrounding areas to the extent that nearby residents and businesses may file civil complaints, which can bring construction to a halt. To overcome these issues, construction engineers have worked diligently to develop low-noise and low-vibration pile driving methods. One such method, involving noise-free and vibration-free pretensioned spun high-strength concrete (PHC) screw piles, is proposed in this paper. This pile driving method penetrates the ground by rotating and compressing the pile to minimize noise and vibration in addition to maximizing capacity. A noise-free and vibration-free PHC screw pile prototype, the first of its kind, was manufactured and subjected to two pilot tests to determine its production and construction requirements in addition to its performance. In pilot tests, the new noise-free and vibration-free PHC screw pile driving method was found to successfully reduce noise and vibration compared with pile driving involving conventional piles.
publisherAmerican Society of Civil Engineers
titleImplementation of Noise-Free and Vibration-Free PHC Screw Piles on the Basis of Full-Scale Tests
typeJournal Paper
journal volume139
journal issue8
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)CO.1943-7862.0000667
treeJournal of Construction Engineering and Management:;2013:;Volume ( 139 ):;issue: 008
contenttypeFulltext


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