Investigation of sand columns effect on stability of railway embankments overlaid on liquefiable foundations

被引:2
|
作者
Tabatabaei, S. Amir [1 ]
Sadeghi, Javad [1 ]
Esmaeili, Morteza [1 ]
机构
[1] Iran Univ Sci & Technol, Sch Railway Engn, Tehran, Iran
关键词
Railway Embankment; Liquefaction; Sand Columns; Soil Improvement; Numerical Fe Analyses; NUMERICAL-ANALYSIS; SEISMIC RESPONSE; EARTH EMBANKMENT; DYNAMIC-BEHAVIOR; CYCLIC MOBILITY; LIQUEFACTION; DEFORMATION; MITIGATION; DEPOSITS;
D O I
10.1080/13632469.2018.1453408
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One of the most important concerns of railway industries is the loss of overall stability and permanent settlements of railway embankments (overlaid on liquefiable foundations) during earthquake. The effectiveness of sand columns in the improvement of stability and strength of the embankments was studied in this research. The embankments behavior during earthquakes in different heights, various sand columns area replacement ratios (Arr), various foundation permeability and different earthquake peak ground acceleration (PGA) were investigated in parametric analyses of a numerical model developed and validated here. The applicability and effectiveness of the obtained results in practice were illustrated.
引用
收藏
页码:845 / 868
页数:24
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