摘要
对于不同赋存状态的地下水产生的浮力、浮力折减和抗浮验算等问题,通过分析,发现赋存状态不同的水,只要具备产生浮力的条件,就会对建筑物产生浮力;地下水对建筑物的实际浮力比理论值要小,其实际大小与地下水位、基底土层等因素相关;抗浮验算时应采用总安全系数法。
With regard to the floating force caused by underground water under different status, floating reduction and anti-floating calculation, through analysis it is found out that water under different status may produce floating force to building as long as the producing conditions is satisfied; and the actual floating of underground water to building, which is related to groundwater level, stratum structure and etc. is less than theoretical value. General safety factor method should be adopted in floating resistance calculation.
出处
《建筑技术》
北大核心
2005年第7期544-545,共2页
Architecture Technology
关键词
抗浮水位
浮力折减
抗浮验算
anti-floating water level
floating reduction
floating resistance calculation
