Characteristics of Physical Properties According to Compound Condition of Grout Mortar

그라우트 모르타르 배합조건에 따른 물리적 성질의 특성

To look over the effect of mixed proportion of cement, sand and water on strength, 162 tests were made for 9 mix proportions. It was observed that strength increased as water in the mixture is reduced. As a result of the control of sand ratio by 50%, the execution strength increased when the sand ratio is raised. Strength was consistent during curing period on each mix proportion, but there were sections where it suddenly increased. Poisson's ratio widely ranged from 0.13 to 0.27, and Young's modulus also broadly ranged from 13.79MPa to 33.25MPa. Poisson's ratio had nothing to do with uniaxial compressive strength, wheras Young's modulus was concerned with it. Young's modulus from theory and experiment showed similar outcome on the 3rd curing day, however, the strength from theory was higher than that from test after 3rd day. In consequence, there was a great change of strength between 3rd and 7th curing day. In addition, it is more efficient to use field strength value between the 3rd and 7th day and to apply Young's modulus on it for determining the exact time.

본 연구에서는 시멘트-모르타르의 각 배합비별 양생기간에 대한 압축강도시험을 수행하여 일축압축강도를 비교한 결과, 혼합수의 양이 적을수록 강도가 증가하는 경향을 나타냈다. 또한 각 배합비에 따라 3일에서 7일 사이, 10일 사이에 강도가 일정하다 갑자기 증가하는 구간이 나타나는 것으로 확인되었다. 포아송비는 0.13~0.27까지 걸쳐 나타났으며, 영률의 경우도 13.79~33.25MPa까지 넓은 범위에 걸쳐 나타남을 알 수 있었다. 또한 포아송비는 일축압축강도의 감소나 증가에 특별한 상관성이 없고, 영률의 경우에는 상관성이 있는 것으로 확인되었다. 함수비와 모래비에 의해 강도의 변화가 일어나 영률에 영향을 미침을 알 수 있었다. 이상의 결과를 종합해 볼 때 3일에서 7일 사이에 강도의 변화가 심함을 알 수 있다.