CAJ | 학술논문

通过计算水泥土挡土墙周围的渗流场，研究了墙侧水压力的变化规律.结果表明：水压力系数沿高程并非常数，且受到墙侧土层分布及其相对透水性、墙基土的透水性和下卧不透水层埋深等因素的严重影响.总体来说，考虑渗流时墙后的侧压力总小于不考虑渗流时的相应值，且当墙前的被动土压力系数较小时，考虑渗流时该侧的侧压力则大于不考虑渗流时的相应值，因此，这种情况有利于挡土墙的稳定.
통과계산수니토당토장주위적삼류장，연구료장측수압력적변화규률.결과표명：수압력계수연고정병비상수，차수도장측토층분포급기상대투수성、장기토적투수성화하와불투수층매심등인소적엄중영향.총체래설，고필삼류시장후적측압력총소우불고필삼류시적상응치，차당장전적피동토압력계수교소시，고필삼류시해측적측압력칙대우불고필삼류시적상응치，인차，저충정황유리우당토장적은정.
The condition of water pressure acting on the both sides of cement-soil retaining wall is researched by computing the seepage field around the wall.It is illustrated that the coefficient of water pressure,which isn't constant along the height,is affected seriously by some factors,e.g.,the distribution and relative hydraulic permeability of the soil beside the wall,the hydraulic permeability of its foundation,and the buried depth of the impervious layer.As a whole,the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non-excavated zone.Moreover,the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1.176.This case is of great advantage to the stability of the wall.