由於使用不同的鹼-骨材反應試驗可能產生相異的判斷結果，針對這項缺失，本研究使用ASTM C289（化學法）、ASTM C227與JIS A5308附錄8（水泥砂漿棒法）對於不同來源的骨材進行鹼-骨材反應試驗，綜合上述試驗所得之結果再利用JIS A1804（迅速法）作為最終的確認。試驗結果顯示，ASTM C289有低估的現象，ASTM C227及JIS A5308附錄8在相同鹼含量（Na2Oeq.=2.5%）作用下，其結果與JIS A1804相當類似。因此，可運用JIS A1804快速及簡便的特性，來確認骨材的反應潛能。
　　
　　根據ASTM C227及JIS A5308附錄8試驗結果顯示，兩種試驗在低鹼含量（1.2%及1.38%）及高鹼含量（2.5%）作用下其結果不盡相同，判斷可能是兩種試驗所用的W/C及S/C不同所產生的影響。

　　由研究中證實，添加50%的日本新標準砂作為拌和用添加料確實可誘發骨材的反應潛能。惟日本新標準砂在國內的使用並不普遍且價格相當昂貴，針對這項缺失，嘗試採用經試驗證實為無危害性的渥太華標準砂及苗栗石英砂，暫時取代JIS A1804規定使用的日本新標準砂作為拌和用添加料。由試驗結果顯示，渥太華標準砂的取代性較苗栗石英砂佳，若僅以超音波傳播速率來判斷鹼-骨材反應，仍可準確的評估試驗結果。

　　Using the different alkali-aggregate reaction test may generate dissimilar judgements, aim at this defect , this research use the chemistry method（ASTM C289）, the mortar bar method（ASTM C227 and JIS A5308 Annex 8）carry on the alkali-aggregate reaction test in different sources of aggregate , then use the rapid method（JIS A1804）to do the final confirmation from above method. The test results show that the chemistry method has the underestimate phenomenon, the mortar bar method in the same alkali content (Na2Oeq. =2.5%) is similar with the rapid method. Therefore, we can use the fast and simple characteristic of the rapid method to confirm the reaction of the aggregate.

　　According to the test result of the mortar bar methods, which under the low alkali contents (1.2% and 1.38%) and the high alkali content (2.5%), the results are not the same, it may cause by these two tests use the different W/C and S/C.

　　Verification by researching, adding 50% new Japan standard sand to be the mixing materials can advance the reactive potential of aggregate. However, the Japan new standard sand is not widespread in the domestic usage and the price is really expensive. For this flaw, try to use the Ottawa standard sand and Miaoli Quartz sand, which were proved innocuously, replace with the new Japan standard sand in the rapid method to be the mixing materials. The result shows, the replacement of the Ottawa standard is better than the Mioli Quartz sand, if only use ultrasonic wave propagation velocity rate to decide the reactive potential of aggregate, still can precise judge the test result.

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