摘要
结合某工程实例对软基上建造高桩码头岸坡进行整体稳定分析计算，说明采用打砂井加固软基，可大大提高软土的抗剪强度，从而提高岸坡的整体稳定。同时也提出在设计与施工中应注意的问题。
By presenting an overall stability analysis calculation of a high - pile wharf slopebuilt on the soft foundation, this paper illustrates the potential of substantially improving the shearingstress of the soft soil by adopting draining sand for soft foundation consolidation, thus enhancing over-all slope stability. Meanwhile, matters needing attentions during design and construction are also ex-plained.
出处
《水运工程》
北大核心
1999年第12期25-31,共7页
Port & Waterway Engineering
关键词
高桩码头
砂井
加固软基
岸坡稳定分析
注意事项
high-piled wharf
draining sand
soft foundation consolidation
slope stability analysis
matters needing attentions
