CAJ | 학술논문

水泥土是一种人工合成建筑材料，经压实后的水泥土具有较好的工程力学性能。为了探索黏质水泥土渗透变形破坏规律，建立了黏质水泥土渗透变形破坏计算模型。采用室内试验研究方法，对影响黏质水泥土渗透变形破坏较为突出的水泥掺量和龄期因素进行了室内渗透变形试验研究。统计和回归分析结果显示，黏质水泥土渗透变形破坏坡降与水泥掺量和龄期存在对数线性相关关系，初步建立了黏质水泥土渗透变形破坏坡降与水泥掺量和龄期两个主要相关因素试验模型。
수니토시일충인공합성건축재료，경압실후적수니토구유교호적공정역학성능。위료탐색점질수니토삼투변형파배규률，건립료점질수니토삼투변형파배계산모형。채용실내시험연구방법，대영향점질수니토삼투변형파배교위돌출적수니참량화령기인소진행료실내삼투변형시험연구。통계화회귀분석결과현시，점질수니토삼투변형파배파강여수니참량화령기존재대수선성상관관계，초보건립료점질수니토삼투변형파배파강여수니참량화령기량개주요상관인소시험모형。
Soil cement is a synthetic building materials,the compacted cement soil has good mechanical properties of engineering. Damage calcula-tion model of the clay cement-soil seepage deformation was established,in order to explore the clayey soil cement penetration deformation law. The paper carried on the indoor seepage deformation experiment research of two factors on the affect clay soil-cement seepage deformation damage more prominent cement and ages by the method of indoor test. The results of statistics and regression analysis show that there is a correlation of the linear logarithmic height between the slope of the clay cement-soil seepage deformation damage and the dosage of cement and ages. Preliminary test model between them is established.