摘要
结合浙江省温州市青少年活动中心边坡加固工程竣工一年来的观测资料,介绍应用灰色理论对岩石边坡稳定状况分析和预测的成果。
Based on the data observed for one year of a slope reinforcement in the Wenzhou Youth Palace, the slope stability was analyzed and predicted by gray theory.
出处
《土工基础》
2003年第3期54-57,共4页
Soil Engineering and Foundation