摘要
本文对"网栅土工砌块结构生态构建技术"课题中所研发的两种类型砌块——结构型砌块与植物生长型砌块进行了无侧限抗压强度与抗剪强度试验研究,得出两种类型砌块在应变为15%时无侧限抗压强度平均值及抗剪强度经验公式,研究成果已被应用于课题示范工程。
The two types of structural masonry and plant growth masonry designed from ＂ecological structure of grid geotextile block＂ research project are analyzed on the experimental study of the uncon- fined compressive strength and shear strength, （the research） obtained the average value under the 15% strain of unconfined compressive strength and summarized the empirical shear strength formula of two types of masonry, the research results have been applied in the practical demonstration project.
出处
《公路工程》
北大核心
2013年第6期119-122,150,共5页
Highway Engineering
关键词
土工砌块
无侧限抗压强度
抗剪强度
geotechnical masonry
unconfined compressive strength
shear strength
