摘要
运用土力学、土动力学以及地下水向集水建筑物运移的非稳定流理论等的有关原理，提出了一种确定防止饱和砂土液化排水井（桩）间距的计算方法，并通过试验对这一方法进行了验证。
Through studying the theory of soil mechanics, soil dynamics and hydrodynamic of ground water, the paper advances a method of calculating the spacing of drainage wells (or piles) that controls the sandy soil liquefaction. And the author goes on the application research in laboratory.
出处
《岩土力学》
EI
CAS
CSCD
2000年第4期374-376,共3页
Rock and Soil Mechanics
关键词
矿土液化
临界超静孔压
排水井
排水桩
间距
sandy soil liquefaction
critical excess pore water-pressure
unsteady flow
drainage well (or pile)
