城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2013年
10期
276-276,285
,共2页
孔隙水压力%真空度%地下水位
孔隙水壓力%真空度%地下水位
공극수압력%진공도%지하수위
pore water pressure%vacuum degree%groundwater level
本文通过对真空—堆载联合预压处理大铲湾辅三路软基的监测相关研究，以真空联合堆载预压施工现场的孔隙水压力为研究对象，分析了真空联合堆载预压过程中孔隙水压力的消散规律，对真空联合堆载预压方法的加固效果作出了评价。
本文通過對真空—堆載聯閤預壓處理大鏟灣輔三路軟基的鑑測相關研究，以真空聯閤堆載預壓施工現場的孔隙水壓力為研究對象，分析瞭真空聯閤堆載預壓過程中孔隙水壓力的消散規律，對真空聯閤堆載預壓方法的加固效果作齣瞭評價。
본문통과대진공—퇴재연합예압처리대산만보삼로연기적감측상관연구，이진공연합퇴재예압시공현장적공극수압력위연구대상，분석료진공연합퇴재예압과정중공극수압력적소산규률，대진공연합퇴재예압방법적가고효과작출료평개。
This paper through the correlational research about monitoring the Dachan Bay auxiliary three soft base by vacu-um combined with surcharge preloading treatment, taking the vacuum preloading construction site of the pore water pressure as the research object, analyzes the dissipation of pore water pressure in vacuum preloading process, evaluates the reinforc-ement effect of vacuum combined with surcharge preloading method.
