@article{oai:nagano-nct.repo.nii.ac.jp:00000509,
 author = {常田, 亮 and 亀井, 健史 and 小川, 正二 and 高木, 広道},
 journal = {長野工業高等専門学校紀要},
 month = {Dec},
 note = {application, In order to investigate the undrained shear characteristics of cohesive soils at low confining pressures, four different types of isotropically consolidated undrained triaxial compression and extension tests were performed on two soils. As a consequence, linear correlations between the modulus of deformations and the confining pressures were obtained. In addition, the undrained shear strength obtained at low confining pressure was larger than that obtained at high confining pressures.},
 pages = {139--146},
 title = {低拘束圧条件での粘性土の非排水せん断特性},
 volume = {20},
 year = {1989}
}