摘要
直接依据扁铲侧胀原位测试成果,提出地基变形计算方法,并结合某国际机场特大面积堆载预压工程原型试验,在长期沉降、深层土体水平位移、孔隙水压力、土压力、分层沉降等监测资料的基础上,验证方法的合理性,为扁铲侧胀试验计算地基变形提供参考依据。
Based on a fiat dilatometer test （DMT）, a DMT model for calculating soil displacement is proposed. With a international airport runway preloading soil improvement project, using the measurement data of over two years, which include the soil settlement and level displacement, porewater pressure and earth pressure, it is shown that the proposed model is rational and feasible.
出处
《土木工程学报》
EI
CSCD
北大核心
2005年第12期83-87,共5页
China Civil Engineering Journal
基金
上海市科学技术委员会资助项目(002512088)
