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contributor authorLei Yang
contributor authorJonathan J. Shi
date accessioned2017-05-08T21:39:04Z
date available2017-05-08T21:39:04Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29co%2E1943-7862%2E0000161.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58307
description abstractWater content is an important parameter for ensuring construction quality of a roller-compacted concrete (RCC) dam. Due to large-scale and long construction duration of an RCC dam, continuous construction under rain is an inevitable option in order to complete the project on time. In general, rainfall can have a negative impact on RCC’s rollability, physical, and mechanical properties. This study is based on laboratory experiments with simulated RCC construction under artificial rainfalls. The results detail the impact of rainfall on RCC’s rollability, water content, vibrating compaction value, density, and bonding strength between RCC lifts. Reducing water content is studied as a countermeasure to mitigate such impacts. The findings can guide site decisions on whether to continue or suspend the RCC construction based on the forecasted rainfall intensity. The results are validated with actual field data.
publisherAmerican Society of Civil Engineers
titleExperimental Study on the Impact of Rainfall on RCC Construction
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)CO.1943-7862.0000156
treeJournal of Construction Engineering and Management:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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