@article{oai:nagano-nct.repo.nii.ac.jp:00000432,
 author = {常田, 亮 and 亀井, 健史},
 journal = {長野工業高等専門学校紀要},
 month = {Dec},
 note = {application, In order to investigate the influence of strain rate on undrained shear characteristics of overconsolidated cohesive soil, two types of triaxial compression tests (CIUC TEST and CIRIUC TEST) were performed on remoulded cohesive soil under different strain rate. The observed effects of strain rate and overconsolidation histories are discussed by a detailed look at effective stress path, strength and deformation characteristics.},
 pages = {101--111},
 title = {過圧密粘性土の非排水せん断特性に及ぼすひずみ速度の影響},
 volume = {27},
 year = {1993}
}