用积分法对岩石边坡楔形体破坏进行稳定性评价

DEFINITE INTEGRAL METHOD USED IN STABILITY EUALUATION FOR THE WEDGE FAILURE OF THE ROCK SLORE

本文将积分法用于岩石边坡楔形体破坏的稳定性评价中,纠正了原有的整体法及分条法稳定性评价中的不当之处,并对各种方法的精度做了科学的分析论证。

In this paper definite integral method is used in the stability eualuation for the wedge failure of the rock sloke. I corrected the inappropriateness in stability eualeation by the 'whole-mass' method and the 'sliks' meahod, and the precisions of the uarious methods are discussed on sci-entific basis.