【摘要】 利用爆震条件下一期围堰淤积砂基础中动孔隙水压力实测资料，结合二期围堰的静力有限元计算成果，设法对二期围堰淤积砂基础的是否液化作出科学的评估。更多还原

【Abstract】 Coupled with static limit unit calculation of the second phase coffer, data of pressure of dynamic fissure water in the silty sand foundation of the first phase coffer under blasting and trembling were used to judge scientificallywhether the liquefication of the foundation of the second phase coffer be taken or not.更多还原