摘要
通过三轴UU剪切试验,得出了试样饱和度对软粘土抗剪强度参数的影响关系;再通过大量的固结快剪试验,得到软粘土在不同固结压力、不同固结度下的强度变化规律。
The influence relationship between saturated degree and strength is establised by UU-triaxial tests soft clays in different saturated degree. Meanwhile, the law of soft clay strength improvement is drawn from different consolidated pressure and different degree of consolidation by many consolidated-quickly shear test.
出处
《长沙理工大学学报（自然科学版）》
CAS
2003年第4期10-13,共4页
Journal of Changsha University of Science and Technology:Natural Science
关键词
软粘土
抗剪强度
三轴UU试验
直剪试验
固结度
soft clay
shear strength
unconsolidated-undrained triaxial test
direct shear test
degree of consolidation
