@article{oai:repository.lib.tottori-u.ac.jp:00003160,
 author = {清水, 正喜 and Shimizu, Masayoshi and 下垣, 克夫 and 来海, 康宏 and Shimogaki, Katsuo and Kimachi, Yasuhiro},
 journal = {鳥取大学大学院工学研究科／工学部研究報告, Reports of the Graduate School/Faculty of Engineering, Tottori University},
 month = {Dec},
 note = {The application of suction on a saturated soil specimen consolidated in an oedometer may cause the lateral shrinkage and therefore the condition of the one dimensional compression will not be implemented. This study tries to simulate such situation using triaxial testing apparatus and to quantify the lateral deformation due to drying and shearing. Main conclusions are as follows: (1) lateral shrinkage occurs when suction is applied under the anisotropic stress condition, and (2) with increasing the shear stress, the lateral compressive strain, which occurred due to the drying, will reduce and, at some raised level of the shear stress, it will turn to be expansive.},
 pages = {71--76},
 title = {不飽和土の三軸圧縮試験における乾燥とせん断に伴う側方変形挙動},
 volume = {41},
 year = {2010},
 yomi = {シミズ, マサヨシ and シモガキ, カツオ and キマチ, ヤスヒロ and シモガキ, カツオ and キマチ, ヤスヒロ}
}