|
|
|
| PRESSURE-DISPERSIVE ANTI-FLOAT ANCHOR TECHNIQUE AND ITS APPLICATION TO ENGINEERING |
|
|
|
|
Abstract Combining a practical case,the technique of pressure dispersive anti-float anchor on experiment,design,construction and examination is studied. The pressure-dispersive anchor,especially the U-shaped anchor surrounding load body has good endurance,high anchor efficiency,and advantage of stress and deformation coordination of the underground structure and reduces the structure-building price. It has obvious technique advantage as the permanent anti-float anchor. Only at design tensile load does each unit of the pressure-dispersive anchor undertake the same tensile load;the identical load and synchronous tension method should be adopted to tension test of pressure-depressive anchor.
|
|
Received: 26 June 2005
|
|
|
|
| [1] |
HUANG Man1, 2, WANG Yuhao1, 2, TAO Zhigang3, HONG Chenjie1, 2*, WENG Hanqian3, ZHANG Guangtao1, 2, ZHANG Haijiang1, 2. Size effect on anchorage resistance of Quasi-NPR bolt[J]. , 2026, 45(5): 1477-1488. |
|
|
|
|