「多層地盤の沈下・応力・許容応力度に関する算定法」に対する討論(平井弘義,亀井健史著日本建築学会構造系論文集,第573号,81-88,2003年11月号掲載)

概要

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As an important keyward, the authors use "allowable stress of the ground" which can not be found out in any publications of AIJ excepting regulations such as Notification No.l 113. About 30 years ago, there was a hot argument between members of AIJ and a government official on introducing this term into the former Notification No. 111. The opinions of members were almost as follows; Different from artificial member, there does not exisist allowable stress in the case of the ground. So that, by using the concept of allowable bearing capacity divided the ultimate bearing capacity by a certain safety factor, or allowable bearing power considering settlement, the base area of footing is calclulated. But the government official slicked his opinion that it is allowable stress because permitting stress per unit area, and the argument broke down. Under the state of this situation continues until today, the discusser wants to ask why the authors use " allowable stress of the ground" which is not a scientific term and does not exist actually?
社団法人日本建築学会の論文
2004-06-30