摘要
本文通过对近三年的渗压计、地表沉降板和分阶段现场十字板剪力试验等三项实测资料的反算,证明了它们各自推求的地基固结系数、固结度、最终沉降量及地基强度增值等参数能互相配合,资料可靠。同时,通过上述诸参数与设计采用值的比较分析,证实了用土工合成材料处理类似秦山核电厂的低矮海堤具有众多的优越性,处理方法合理可行。
Based on the conversion of three observed data in recent three years, including seepape force, static loading, and different stage vane tests in situ, the reliability of data and the coordination of various parameters, such as the consolidation coefficient of foundation, the degree of consolidation, the final settling volume, and the increment of foundation intensity, were confirmed. In addition, by comparition the above-mentioned parameters with design data, it was verified that treating lower sea wall, just like Qinshan Nuclear Power Plant, with civil engineering-synthetic materials has a lot of advantages. And the method is feasible.
出处
《东海海洋》
1990年第1期42-50,共9页
Donghai Marine Science
