CAJ | 학술논문

以碎石土为例，运用有限元ANSYS软件模拟碎石土的堆积角度，采用工程中应用较多的强度折减法研究了不同堆积角度对松散堆积体稳定性的影响，讨论了堆积体位移，应变和应力的变化规律，并拟合分析了安全系数与堆积角度的关系，以供参考。
이쇄석토위례，운용유한원ANSYS연건모의쇄석토적퇴적각도，채용공정중응용교다적강도절감법연구료불동퇴적각도대송산퇴적체은정성적영향，토론료퇴적체위이，응변화응력적변화규률，병의합분석료안전계수여퇴적각도적관계，이공삼고。
In this oaoer,grave soil being an examole,by aoolying finite element ANSYS software to simulate the stacking angle of gravel soil and adooting strength reduction method widely-used in engineering to exolore the effect on stability by loose accumulation masses in terms of the differ-ent stacking angle,it discusses the changes of disolacement,strain and stress of accumulation body as well as fitting and analyses of the relation between safety coefficient and stacking angle,with a view to orovide some reference.