@article{oai:kanazawa-u.repo.nii.ac.jp:00059026,
 author = {Kitaura, Masaru and Miyajima, Masakatsu and Yoshida, Masaho and 北浦, 勝 and 宮島, 昌克 and 吉田, 雅穂},
 issue = {2},
 journal = {金沢大学工学部紀要, Memoirs of the Faculty of Technology Kanazawa University},
 month = {Oct},
 note = {The present paper deals with model experiments on application of gravel piles to buried pipelines in order to mitigate pipelines' damage due to liquefaction. Gravel pile method is one of the effective methods of stabilizing a soil deposit susceptible to liquefaction. Construction of gravel piles has no great vibration and noise, therefore it can be applicable to sites in urban areas and near buildings. This method was applied to many sites for buildings, however, it was not used for buried pipelines because of wide construction sites. In the present study, model experi­ments were conducted in order to investigate effects of gravel piles to response of buried pipelines. Although we find the gravel pile method is an effective measure for ·damage mitigation of buried pipelines due to liquefaction, it is clarified there still exist certain problems to be solved before the gravel pile method is applied to real buried pipelines.},
 pages = {37--43},
 title = {グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験},
 volume = {21},
 year = {1988}
}