摘要
针对桩基工程室内配合比抗压强度低以及在试桩过程中出现的桩体水泥不凝固问题,结合地基土及地表水、地下水检测参数,经掺外加剂室内配合比试验以及现场试桩,得出了适应现场地质条件的桩基施工方法,为类似地质条件下的桩基施工提供了参考。
Due to low compression strength of indoor mixing ratio and unsetting cement of pile body during pile driving test, and based on the examination parameters for foundation soil, surface water and groundwater, the pile foundation construction method adaptable to the field geological condition was obtained by making the test for indoor mixing ratio which was blended with additive and the field pile driving test. It provided reference for the pile foundation construction under the similar geological condition.
出处
《中国给水排水》
CAS
CSCD
北大核心
2005年第11期104-106,共3页
China Water & Wastewater
关键词
搅拌桩
配合比
干法
湿法
粉煤灰
pile by mixing soil with cement
mixing ratio
dry method
wet method
powdered coal ash
