摘要
通过现场勘察和原位试验以及室内测试 ,详细地研究了西南科技大学新建校区新近沉积粉土的工程地质性质 。
The newly sedimentary silt's engineering characters in the new campus of Southwest University of Science and Technology in Mianyang city,Sichuan were studied carefully through spot prospecting, lots of spot survey and experimentation in laboratory. And based on this the groundsill bear capacity was evaluated.
出处
《绵阳经济技术高等专科学校学报》
2001年第2期7-8,10,共3页
Journal of Mianyang College of Economy & Technology
关键词
沉积土
粉土
地基承载力
工程地质性质
newly sedimentary soil
silt
groundsill bear capacity
Southwest University of Science and Technology.
