摘要
经粉喷桩处理后的软土路基，可有效减少加固区内的沉降量和侧向位移，表明粉喷桩加固法 是可行的；沉降变形、土压分配观测表明，粉喷桩是通过桩土间互相协调共同作用的。
Through treatement with cement soil pile, the settlement and lateral displacement of reinforced area of the soft roadbed are effectively reduced showing that the cement soil pile method is feasible. The observation of settlement change and soil pressure distribution shows that the cement soil pile functions through pile-soil coadjustment and interaction.
出处
《大坝观测与土工测试》
2001年第3期38-40,共3页
Dam Observation and Geotechnical Tests
