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https://hdl.handle.net/11681/9291
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DC Field | Value | Language |
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dc.contributor | Ishikawajima-Harima Heavy Industries (Tokyo, Japan) | - |
dc.contributor.author | Sodhi, D. S. | - |
dc.contributor.author | Kato, K. (Kazuyuki) | - |
dc.contributor.author | Haynes, F. Donald | - |
dc.date.accessioned | 2016-06-20T13:41:07Z | - |
dc.date.available | 2016-06-20T13:41:07Z | - |
dc.date.issued | 1983-12 | - |
dc.identifier.uri | http://hdl.handle.net/11681/9291 | - |
dc.description | CRREL Report | - |
dc.description | Abstract: Ice forces on a bridge pier in the Ottauquechee River, in Quechee, Vermont, were measured by installing four panels- each capable of measuring forces in the normal and tangential direction- on both sides of a vertical V -shaped pier nose. The measured forces are presented for a short period during an ice run. After the ice run, the thickness and sizes of the ice floes were measured and the compressive strength of the ice was determined in the laboratory from the ice samples collected along the river banks. The water level measurements made at several locations along the river are also presented for the period of the ice run. | - |
dc.publisher | Cold Regions Research and Engineering Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1005903 | - |
dc.relation.ispartofseries | CRREL report ; 83-32. | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Bridges | - |
dc.subject | Bridge foundations | - |
dc.subject | Bridge piers | - |
dc.subject | lce | - |
dc.subject | Ice forces | - |
dc.subject | Ottauquechee River, Vermont | - |
dc.subject | River ice | - |
dc.subject | Rivers | - |
dc.title | Ice force measurements on a bridge pier in the Ottauquechee River, Vermont | - |
dc.type | Report | en_US |
Appears in Collections: | CRREL Report |
Files in This Item:
File | Description | Size | Format | |
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CR-83-32.pdf | 1.32 MB | Adobe PDF | View/Open |