摘要
通过对水泥黄土的无侧限抗压强度试验和三轴固结不排水试验,揭示了多因素对水泥黄土强度、应力-应变特征、破坏特征的影响。所得的水泥黄土力学特性结论对于水泥搅拌桩处治饱和黄土地基的设计和施工有指导意义。
Through the unconfined compression test and triaxial nondrain consolidation test,the paper demonstrated the impaction of factors for strength?stressstrain character?damage characteritics of cementloess. The conclusion of mechanic property of cementloess has important meaning for design and construction of cementmixing stake to treat the saturated loess foundation.
出处
《长安大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2003年第6期29-32,共4页
Journal of Chang’an University(Natural Science Edition)
关键词
道路工程
路基
水泥黄土
无侧限抗压强度试验
力学特性
三轴固结不排水试验
road engineering
subgrade
cement-loess
unconfined compression test
triaxial non-drain consolidation test
mechanic property
