深基坑边坡支护设计计算模式的探讨

Calculation Model for Deep Foundation Pit Side Wall Retaining Design

提出了深基坑边坡支护设计计算模式的课题，指出了朗肯、库伦土压力理论在深基坑边坡支护设计方面的局限性，阐述了岩石边坡支护设计的计算模式及应注意的问题。

The calculation model for the deep foundation pit side wall retaining is put forward. It's pointed out that the Raukine and Coulomb soil pressure theories have their limitations when used in the deep foundation pit side wall retaining design. The calculation model for the deep foundation pit of rock wall design and considerations are described.