摘要
通过重型动力触探试验,对斜坡式水工护岸进行强夯效果检测,测定了水工护岸土体不同深度的锤击数,得到了土体的密实度,初步对土体进行了力学分层,并分析了潮位对强夯效果的影响,探讨了在高潮位时强夯在土体中的影响深度,以供参考。
Through the dynamic penetration test, the dynamic compaction effect of sloping hydraulic revetment was detected. According to the different soil depth of blow count measured, the soil compactness of sloping hydraulic revetment was obtained, layered soil mechanics were pre- liminary discussed. In addition, the influence of dynamic compaction effects by tide were analyzed and the depth of influence of dynamic com- paction in soil were studied, so as to reference.
出处
《山西建筑》
2013年第36期72-74,共3页
Shanxi Architecture
关键词
斜坡式水工护岸
动力触探试验
影响深度
密实度
sloping hydraulic revetment, dynamic penetration test, depth of influence, compactness
