摘要
本文考虑土的粘结力及土与加筋之间的粘着力的作用,导出了适用于各类土中拉筋受力的计算公式。用该计算公式来设计可以节约筋材。
In this paper, based on the effect of soil cohesions and adhesion between soil and reinforcement stripe, calculative formulas for the bearing capacity of the reinforcement stripe are derived These formulas are applicable to all kinds of soil and result in saving of reinforcement material in the design.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1989年第1期57-69,共13页
China Journal of Highway and Transport