摘要
根据岩、土层的现场压板试验结果与地质资料提供的参数统计分析，提出了在岩、土工程沉降计算中经常使用的变形模量Ｅ０参数的经验取值。
A statistic analysis is made on the geological material and testing results of plate loading for rock and soil in field. The deformation modulus E0 of rock and soil can be determined experientially based on the existing testing results and used to calculate the subsidence of geoengineering.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第S1期1750-1754,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩土变形模量
压板试验
标贯
deformation modulus E0 of rock and soil
plate loading test
SPTN value
