Abstract
Disturbed and undisturbed decomposed granite soils with different weathering degrees were extracted and analyzed through a series of tests (CD test, constant P test, etc.) to assess their dilatancy characteristics. Here, dilatancy refers to the volume change that takes place during shearing. As a result, the decomposed granite soil dilatancy impact increased the mean effective stress while concurrently lowering the water content in drained shear tests. In the case of undisturbed decomposed granite soil, which has a lower weathering degree, the water content increased at specific limits during the shearing process. A linear relationship of ${\Delta}V_d/V_1=D{\cdot}(({\sigma}_1-{\sigma}_3)-{\sigma}_c)/{{\sigma}_m}^{\prime}$ forms between shearing-induced volume change and principal stress variance.
풍화도가 다른 교란 및 불교란 화강토를 채취하고 일련의 실내시험(압밀배수시험, 평균주응력일정시험 등)을 실시하여 전단 중 발생되는 체적변화인 다일레이턴시(dilatancy) 특성을 분석하였다. 그 결과, 화강토의 다일레이턴시 영향으로 배수전단시험에서 평균주응력의 증가와 더불어 함수비는 감소하고, 풍화도가 낮은 경우의 불교란 화강토는 전단과정 중 어느 일정한계에서는 함수비의 증가를 보였다. 전단에 의한 체적변화량과 주응력차의 관계에서 ${\Delta}V_d/V_1=D{\cdot}(({\sigma}_1-{\sigma}_3)-{\sigma}_c)/{{\sigma}_m}^{\prime}$의 직선관계가 성립된다.
