摘要
黄金分割法判解e-lgp曲线曲率半径最小点R_(min),是用尽可能少的计算逐步逼近原理,求解压缩土的一定精度的前期固结压力。在e—lgp曲线规律明显时,求得的Pc值可靠。
The Golden Section Method can be used to find the point of R_(min) for which the radius of curvature of e-lgP is the minimum, then the early period consolidation pressure of comprcsscd soil can be found with as fcw calculations as possible and the result is of certain precision. When the regularity of the e-lgP curve is obvious, the Pc value obtained is reliable.
出处
《大坝观测与土工测试》
北大核心
1991年第1期37-41,共5页
Dam Observation and Geotechnical Tests
