Influence of "Pile-Rocky Massif" Contact on Pile Settlement
- 作者: Zertsalov M.G.1
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隶属关系:
- National Research Moscow State Building University
- 期: 卷 55, 编号 4 (2018)
- 页面: 209-214
- 栏目: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244176
- DOI: https://doi.org/10.1007/s11204-018-9527-z
- ID: 244176
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详细
We study the influence of "pile-rocky massif" contact under the action of axial compressive loads on the basis of the experimental results and numerical simulations. It is shown that, in predicting the behaviors of bored piles in rocky grounds under the action of axial compressive loads, it is necessary to take into account the influence of "pilerocky massif" contact both on its load-carrying capacity and on its settlement. For the numerical analysis of pile settlements, it is proposed to use the shear contact stiffness.
作者简介
M. Zertsalov
National Research Moscow State Building University
Email: smfe@mail.ru
俄罗斯联邦, Moscow
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