摘要
描述了软土地区某桩基码头岸坡在加固前及两种方案加固后试验段的堆载试验情况 ,分析了桩基码头出现侧向位移的主要原因 ;
The conditions of loading test in the test section for bank of piled wharf of soft soil area before and after consolidation were described in the paper. The main reasons of the latteral displacement of piled wharf were analyzed and the loading test of the two consoilidation schemes were compared and sum up in it.
出处
《港工技术》
北大核心
2001年第3期34-37,共4页
Port Engineering Technology
关键词
软粘土边坡
桩基码头
侧向变形
加固方案
堆载试验
side slope, piled wharf, lateral deformation, consolidation scheme, loading test
