1.
ultimate bond capacity [ground]
极限黏结力〔土地〕
2.
Experimental study of adhesive strength between fibre posts and composite resin cores after surface treatment
6种表面处理法对纤维桩树脂核黏结力影响的实验研究
3.
The Application of the Post-tensioned Binder-free Prestressed Hollow Floor-plate
后张法无黏结预应力空心楼板的应用
4.
Influence of soluble salts of clay structural pore on thermodynamical behavior of soils
黏土孔隙可溶盐组份对黏土结构热–力学行为的影响
5.
Tension resistance and suction of plate anchor foundation in normally consolidated clay
正常固结黏土中平板锚基础的吸力和抗拉力
6.
Construction Technology and Measures of Super-long Unbonded Prestressed Engineering
超长无黏结预应力工程施工技术及措施
7.
Mechanic analysis on the failure of bond behavior between concrete and steel bar when suffered from frost injury
钢筋与混凝土黏结性能冻融破坏的力学分析
8.
The Influence of Luting Cements on in Vitro Mechanical Behavior of Fixed Partial Denture by Rosette Gauge Technique
不同黏结剂对固定义齿力学影响的体外研究
9.
Flexural Design of Prestressed Concrete Beams With Bonded FRP Tendons
有黏结预应力FRP筋混凝土梁的抗弯设计
10.
Research on and Application of Unbonded Prestressed Intelligent Control Tensioning Instrument
无黏结预应力智能控制张拉仪的研制与应用
11.
Research on Deformation of Unbonded Prestressed Concrete Slabs with Openning
无黏结预应力混凝土开洞板的变形研究
12.
Construction Technology for the Cast-in-situ Unbounded Prestressed Concrete Floor Plate
现浇无黏结预应力混凝土楼板施工技术
13.
The Application of Binding Prestress System to the Strengthening of Box Beam Bridge
有黏结预应力体系在箱梁桥加固中的应用
14.
The effect of different luting cements on casting metal full crown retention force
不同黏结材料对金属全冠固位力影响的研究
15.
EXPERIMENTAL STUDY ON INFLUENCES OF STATIC AND CYCLIC DEFORMATIONS ON STRUCTURAL SOFT CLAY WITH STRESS LEVEL
应力水平对结构性软黏土静力和动力变形特性影响的试验研究
16.
The Research on Flexural Behavior of Laminated Beams with Unbounded and Partly Prestressed Concrete;
无黏结部分预应力混凝土叠合梁受力性能的研究
17.
Suitable for viscous, strong corrosive of or easy to be crystallized media.
适于测量腐蚀性较强，且黏稠或易结晶的介质的压力。
18.
The results show that the viscoelasticity of PCB and its size have distinct influence on dynamic properties of PCB under board-level drop impact.
结果表明，电路板的黏性系数和尺寸对板的动力学特性有显著影响。