岸坡整体稳定分析  

An Overall Stability Analysis of Bank Slope

作　　者：曹承滨 

机构地区：[1]厦门港务集团有限公司,福建厦门361012

出　　处：《水运工程》1999年第12期25-31,共7页Port & Waterway Engineering

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.

关 键 词：高桩码头 砂井 加固软基 岸坡稳定分析 注意事项 

分 类 号：U656.108[交通运输工程—港口、海岸及近海工程] U655.544.5[交通运输工程—船舶与海洋工程]