@article{oai:kanazawa-u.repo.nii.ac.jp:00011739,
 author = {Yagi, Norio and 八木, 則男},
 issue = {2},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Mar},
 note = {In this paper, first, some comments on the method, apparatus, are given. Following these comments two kinds of consolidation tests were carried out using triaxial apparatus. In one test, there is no lateral deformation of a specimen (Kₒᵣ-test) and in the other test （Kₒₐ-test), there is no axial deformation of a specimen. After consolidation, shear tests (axially compression test) on some specimens were performed. From these tests, following results are concluded. 
1)	The Kₒ-value in both consolidation test is unity, when over consolidation ratio is between 4 and 6.
2)	The relationship between Kₒ-value and internal friction angle Φ' in Kₒᵣ-test is between Jaky's and Brooker's expression.
3)	Secondaly consolidation velocity d(ΔV/V)/d (log t) has linear relation with stress ratio |(σ'ₐ-σ',)|/σ'ₘ, when |(σ'ₐ-σ',)|/σ'ₘ is smaller than 0.45.
4)	The internal friction angle  Φ' of Kₒᵣ-test specimen at (σₐ-σ,)ₘₐₓ is a little smaller than one of Kₒᵣ-test specimen.
5)	The undrained strength of Kₒᵣ-test specimen is bigger than Kₒᵣ-test one at same water content.},
 pages = {45--56},
 title = {粘土のK0-圧密とそのせん断特性},
 volume = {11},
 year = {1978}
}