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Two-dimensional plane-strain consolidation for unsaturated soils under non-uniform trapezoidal loads
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作者 Chengjia TANG Lei WANG +2 位作者 Sidong SHEN Minjie WEN Annan ZHOU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 2025年第3期277-284,共8页
1 Introduction In highway construction,flled embankments are trapezoidal,and the ground is always improved by sand wells or columns.During embankment construction,because the width and height of the embankment are cha... 1 Introduction In highway construction,flled embankments are trapezoidal,and the ground is always improved by sand wells or columns.During embankment construction,because the width and height of the embankment are changing,a non-uniform load that varies with time and lateral location is applied to the underlying ground.The consolidation phenomenon under two-dimensional(2D)conditions will keep pace with the construction of the embankment.In addition,because of evaporation and rainfall,the soils are mostly unsaturated.Therefore,it is meaningful to research the consolidation properties of unsaturated ground under non-uniform loading. 展开更多
关键词 two dimensional plane strain consolidation highway construction sand wells embankment construction consolidation phenomenon unsaturated soils non uniform trapezoidal loads
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