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- W2364110647 abstract "The pressure dispersed anchor cable was applied extensively in geological engineering as a new advanced anchoring technique due to many advantages,such as reasonable structural design,low cost,good anchoring effect and so on.However,the support design method depended on local experiences in most cases and the working state of the pressure dispersed anchor cable could not be recognized clearly by designers,especially in soft soil area.Based on the results of field pullout test of three-unit pressure dispersed anchor cable in soft soil area,the differences between Qc ～ s、Q ～ s、Q ～ se and Q ～ sp curves were analyzed by contrast in detail.The analysis results show that the ratio of plastic displacement to elastic displacement should be advised as main reference for evaluating anchoring effect of the pressure dispersed anchor cable.It is also pointed out that 500KN ultimate pullout force provided by three-unit pressure dispersed anchor cable would be used as anchorage segment located in silty clay layer." @default.
- W2364110647 created "2016-06-24" @default.
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- W2364110647 date "2010-01-01" @default.
- W2364110647 modified "2023-09-22" @default.
- W2364110647 title "Field Test Study on Ultimate Pullout Force of Pressure Dispersed Anchor Cables in Soft Soil Area" @default.
- W2364110647 hasPublicationYear "2010" @default.
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