Temperature effects on soil suction for compacted clay soils

Shu Rong Yang, Wei Hsing Huang, Shao Hung Chung

研究成果: 書貢獻/報告類型會議論文篇章同行評審

2 引文 斯高帕斯(Scopus)

摘要

An investigation was conducted to determine the effects of temperature, compaction water content, and compaction efforts on soil suction of two expansive subgrade soils. For this purpose, two expansive soils were statically compacted at target water contents ranging from 5% to 20%. This made it possible to explore a broad spectrum of compaction conditions. Filter paper method and thermocouple psychrometer were used to measure soil suction at temperatures ranging from 10°C to 60°C. Experimental results show that compaction water content, compaction effort, and temperature have influences on soil suction. As water content increases, the influences of compaction effort and temperature on suction become less significant. Finally multiple regression formulations for predicting the soil suction of as-compacted clayey soil were established.

原文???core.languages.en_GB???
主出版物標題Innovation and Sustainable Technology in Road and Airfield Pavement
頁面527-534
頁數8
DOIs
出版狀態已出版 - 2013
事件8th International Conference on Road and Airfield Pavement Technology, ICPT 2013 - Taipei, Taiwan
持續時間: 14 7月 201318 7月 2013

出版系列

名字Advanced Materials Research
723
ISSN(列印)1022-6680

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???event.eventtypes.event.conference???8th International Conference on Road and Airfield Pavement Technology, ICPT 2013
國家/地區Taiwan
城市Taipei
期間14/07/1318/07/13

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