摘要
以大量黄土单线法、双线法湿陷试验的成果为基础,提出了用割线模量计算黄土由一个含水量情况到另一个含水量时增湿变形量的实用算法。利用它既可计算最大湿陷势,又可计算广泛存在的可能增湿湿陷势。
Based on plenty of achievements of loess test with single-track method and bilinear method, a practical method of moistening deformation is put forward with secant modulus when loess is dampened from some moisture to another one, which can be used to calculate both the most and any possible hydro compaction potential.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第2期270-274,共5页
Rock and Soil Mechanics
关键词
黄土
增湿变形
实用算法
loess
moistening deformation
practical method
