study on the judgment chart of alkali aggregate reaction to be adopted in taiwan

碩士 === 國立成功大學 === 土木工程學系 === 87 === SUMMARY This paper is concerning with an experiment about 103 aggregate samples taken from the main pebble and sand source fields located at land, river, shore, etc. in Taiwan. After doing the aggregate individual crushing and sizing, a alkali aggregat...

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Main Author: 王智興
Other Authors: 王櫻茂
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/57334884737526277101
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spelling ndltd-TW-087NCKU00150112015-10-13T17:54:33Z http://ndltd.ncl.edu.tw/handle/57334884737526277101 study on the judgment chart of alkali aggregate reaction to be adopted in taiwan 適合台灣地區鹼-骨材反應判斷圖之研究 王智興 碩士 國立成功大學 土木工程學系 87 SUMMARY This paper is concerning with an experiment about 103 aggregate samples taken from the main pebble and sand source fields located at land, river, shore, etc. in Taiwan. After doing the aggregate individual crushing and sizing, a alkali aggregate reactivity experiment has been done according to the chemical method ( ASTM C299-94) and the cement mortar bar method (ASTM C227-97a). The cement alkali content is adjusted to 1.38% by adding sodium hydroxide. And the cement mortar bar is made for further experiment by controlling the water amount flowing degree at 105∼110% in order to try to create a "Taiwan Island Use Judgment Chart of Alkali Aggregate Reaction". The test result is as follows: 1. Taiwan Island Use Judgment Chart of Alkali Aggregate Reaction : The "(Sc Value -35) / Rc Value > 1 Considered Deleterious (including potentially deleterious)" is bad, and the "Sc Value -35 / Rc Value < 1 Considered innocuous ( including Grade A, B and C)" is good. The judgment curve is as Y=X-35. The innocuous section in the chart is classified as Grade A, B and C. Grade A:Considered deleterious according to the ASTM C33 Appendix Judgment Curve. Grade B:Considered innocuous according to ASTM C33 Appendix Judgment Chart Curve, but considered deleterious according to ASTM C289 Judgment Chart. Grade C:Considered innocuous according to ASTM C289 Judgment Chart. 2. Result of Judgment according to ASTM C-289-95 Chemical Method Judgment Chart : It reveals that the potential deleterious aggregates and the deleterious aggregates are concerned with the river channels as Black Stream (Ta Tu Hsi). Most of the samples from the rivers / streams located in the eastern part of Taiwan are deleterious, and most of materials from Tsung Ku (Hua Lien Stream, Hsiu Ku Luan Stream and Pi Nan Stream), Taitung are innocuous. Part of the river systems in the central area and the Kao Ping Stream area is deleterious. 3. Test Result of the Cement Mortar Bar : Only the expansion rate (0.14%) of the Tung Ho (Taitung) Ma Wu Stream aggregate in 3 months surpasses 0.05%. All the others are within the limit. The conclusion of this experiment reveals that the Taiwan area alkali aggregate reaction is not so worse as the finding made with the chemical method. 王櫻茂 1999 學位論文 ; thesis 130 zh-TW
collection NDLTD
language zh-TW
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description 碩士 === 國立成功大學 === 土木工程學系 === 87 === SUMMARY This paper is concerning with an experiment about 103 aggregate samples taken from the main pebble and sand source fields located at land, river, shore, etc. in Taiwan. After doing the aggregate individual crushing and sizing, a alkali aggregate reactivity experiment has been done according to the chemical method ( ASTM C299-94) and the cement mortar bar method (ASTM C227-97a). The cement alkali content is adjusted to 1.38% by adding sodium hydroxide. And the cement mortar bar is made for further experiment by controlling the water amount flowing degree at 105∼110% in order to try to create a "Taiwan Island Use Judgment Chart of Alkali Aggregate Reaction". The test result is as follows: 1. Taiwan Island Use Judgment Chart of Alkali Aggregate Reaction : The "(Sc Value -35) / Rc Value > 1 Considered Deleterious (including potentially deleterious)" is bad, and the "Sc Value -35 / Rc Value < 1 Considered innocuous ( including Grade A, B and C)" is good. The judgment curve is as Y=X-35. The innocuous section in the chart is classified as Grade A, B and C. Grade A:Considered deleterious according to the ASTM C33 Appendix Judgment Curve. Grade B:Considered innocuous according to ASTM C33 Appendix Judgment Chart Curve, but considered deleterious according to ASTM C289 Judgment Chart. Grade C:Considered innocuous according to ASTM C289 Judgment Chart. 2. Result of Judgment according to ASTM C-289-95 Chemical Method Judgment Chart : It reveals that the potential deleterious aggregates and the deleterious aggregates are concerned with the river channels as Black Stream (Ta Tu Hsi). Most of the samples from the rivers / streams located in the eastern part of Taiwan are deleterious, and most of materials from Tsung Ku (Hua Lien Stream, Hsiu Ku Luan Stream and Pi Nan Stream), Taitung are innocuous. Part of the river systems in the central area and the Kao Ping Stream area is deleterious. 3. Test Result of the Cement Mortar Bar : Only the expansion rate (0.14%) of the Tung Ho (Taitung) Ma Wu Stream aggregate in 3 months surpasses 0.05%. All the others are within the limit. The conclusion of this experiment reveals that the Taiwan area alkali aggregate reaction is not so worse as the finding made with the chemical method.
author2 王櫻茂
author_facet 王櫻茂
王智興
author 王智興
spellingShingle 王智興
study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
author_sort 王智興
title study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
title_short study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
title_full study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
title_fullStr study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
title_full_unstemmed study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
title_sort study on the judgment chart of alkali aggregate reaction to be adopted in taiwan
publishDate 1999
url http://ndltd.ncl.edu.tw/handle/57334884737526277101
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