Numerical analysis on the stability of a rock-salt roadbed with two circular cavities;
含两个圆形孔洞岩盐路基稳定性的数值分析
During the rebuilding engineering of salt lake road,the grouting method for rock-salt roadbed in salt lake area is tested to be the best method by the comparing of roadbed beam deflection value before and after reinforcement,the analyzing of economy benefit and the effect comparison with compaction pile method.