@article{oai:kanazawa-u.repo.nii.ac.jp:00011769,
 author = {Nishida, Yoshichika and Kita, Tetsuro and Yagi, Norio and 西田, 義親 and 北, 哲郎 and 八木, 則男},
 issue = {1},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Mar},
 note = {This paper presents how to predict the lateral resistance of a single pile subjected to the horizontal force, without application of K-value (Modulus of subgrade reaction) in the current existing theories. 
   The conditions of stresses, deformations and plastic failures are studied for the clay ground by assuming that it consists of many layers of infinite plate and is pushed only in the horizontal direction by the pile. The lateral resistance of a pile is calculated for both the elastic limit and the ultimate failure of the clay ground in the general forms from the mechanical properties of the clay and the pile. 
    The numerical results are compared with the published data and this method of calculation can be concluded to be useful.},
 pages = {25--35},
 title = {地盤応力からみた単杭の水平抵抗},
 volume = {8},
 year = {1974}
}