翻訳と辞書 |
Geotechnical centrifuge modeling : ウィキペディア英語版 | Geotechnical centrifuge modeling
Geotechnical centrifuge modeling is a technique for testing physical scale models of Geotechnical Engineering systems such as natural and man-made slopes and earth retaining structures and building or bridge foundations. The scale model is typically constructed in the laboratory and then loaded onto the end of the centrifuge, which is typically between in radius. The purpose of spinning the models on the centrifuge is to increase the g-forces on the model so that stresses in the model are equal to stresses in the prototype. For example, the stress beneath a layer of model soil spun at a centrifugal acceleration of 50 g produces stresses equivalent to those beneath a prototype layer of soil in earth's gravity. The idea to use centrifugal acceleration to simulate increased gravitational acceleration was first proposed by Phillips (1869). Pokrovsky and Fedorov (1936) in the Soviet Union and Bucky (1931) in the United States were the first to implement the idea. Andrew N. Schofield (e.g. Schofield 1980) played a key role in modern development of centrifuge modeling. ==Principles of centrifuge modeling==
抄文引用元・出典: フリー百科事典『 ウィキペディア(Wikipedia)』 ■ウィキペディアで「Geotechnical centrifuge modeling」の詳細全文を読む
スポンサード リンク
翻訳と辞書 : 翻訳のためのインターネットリソース |
Copyright(C) kotoba.ne.jp 1997-2016. All Rights Reserved.
|
|