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- W2365611541 abstract "The paper is engaged in the study of the failures or defects of anchors with our analysis of the likely causes of such failure in addition to the introduction to effective measures on their prevention.In proceeding with our study, we have done a series of room model tests in this way in hoping to thoroughly study the common cases of such failure with corresponding control measures put forward.In the paper, we have first of all introduced our design and test process, with the focus of our study laid on the strain figure of the end of anchorage segment, slip surface and slope for the same row anchors.The experimental results of ours prove that the stress transmission of destructive process tends to account for such failures of the anchors in clay with water.Here we have put forward a breakthrough brink point of view for the successive destruction, saying that the primary failure is likely to take place just over a hill, followed by the fool of the slope, and finally by the central slope.The author has also made a discussion in detail on six kinds of likely failure modes and their causes: the destruction in the inlerface for grouting and soil mass, the destruction of soil mass, cone-shape bonded compound damage, cone-shape damage, grouting fracture and crushing, bonded damage in the interface for grouting and bolting.The conclusion has been made on the key causes leading to the defects is the action of water and internal stability of the anchors in clay, and in turn a few corresponding countermeasures proposed, such as reduction of the water influence, length of the anchor, improvement of the anchor's pullout resistance and higher strength of the construction quality." @default.
- W2365611541 created "2016-06-24" @default.
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- W2365611541 date "2010-01-01" @default.
- W2365611541 modified "2023-09-25" @default.
- W2365611541 title "Study of the common deflects of the anchors in clay and the controlling measures to be taken" @default.
- W2365611541 hasPublicationYear "2010" @default.
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