1.
Analytical solution and test analysis of vertical tip bearing capacity of large diameter belled pile
大直径扩底桩竖向端承力解析解与试验分析
2.
Pressure-compensated air bearings are used on both ends of the trunnion axis.
耳轴两端各用一压力补偿空气轴承。
3.
Adding Flexural Strength on the Support Section of Frame Beams by Post-embedding Reinforcing Bar
植筋增大框架梁端受弯承载力的新方法
4.
Finite Element Simulation and Analysis of Contact and Utimate Bearing Capacity on Cable Anchor Joints;
索端冷压锚固节点接触及承载力模拟分析
5.
Ultimate Bearing Capacity Analysis of High-Strength Single-Angle Compression Member Eccentrically at One End
高强单角钢一端偏心压杆极限承载力试验研究
6.
Comparison of Different Methods for Calculation of Pile End Bearing Capacity in Sand
不同地区砂土中桩端承载力计算方法的比较
7.
Calculating Method of Bending Resistance for the Partial Depth Endplates Composite Connection
部分端板连接梁柱组合节点抗弯承载力计算
8.
Analysis of rock-socketed pile uniaxial compressive strength and bearing capacity of pile tip at three dimensional effects
嵌岩桩单轴抗压强度和三维作用下桩端承载力
9.
The research on the post-grouting of pile end construction technique in improving the loading capacity of pile foundation
桩端后注浆技术提高桩基承载力研究初探
10.
Head-expanding Mechanism and Research on End Bearing Capacity of Ramming Expanded Piles
夯扩桩扩大头形成机理和桩端承载力特性研究
11.
Dynamical characteristics of an end bearing pile embedded in saturated soil under horizontal vibration
饱和土中端承桩水平振动动力响应分析
12.
Research on Integrity of Cement-flyash-gravel Pile and Bearing Capacity of Its Single Pile(Composite Foundation) of Subgrade
路基端承CFG桩完整性及单桩(复合地基)承载力研究
13.
Analysis of the Resistence Capacity of the Reinforced Concrete Beams Strengthened with CFRP and the Stress Concentration at the Plate end;
碳纤维布加固混凝土梁承载力及碳纤维布端部应力的分析
14.
Discussion on Values of Bearing Capacity and Pile Tip Resistance of Foundation in Moderately Weathered Soft Rock
中风化软质岩石地基承载力及桩端阻力的取值探讨
15.
The pile-end post-grouting technology can help to improve the bearing capacity of drilled grouting piles and to decrease their sedimentation.
桩端后注浆可以提高钻孔灌注桩的承载能力,减少其沉降量。
16.
TECHNIQUE OF POST GROUTING PILE(7) --FACTORS AFFECTING THE VERTICAL COMPRESSIVE BEARING CAPACITY OF PILES BY TIP AND SKIN GROUTING
后注浆桩技术(7)——影响桩端桩侧联合注浆桩竖向抗压承载力的因素
17.
Comparison of a fixed fixed bridge with casting clasp retained nonextention removable partial denture
非游离端可摘义齿与固定义齿牙槽骨承力的变形分析
18.
Experimental Research on Overal Stability for Eccentrically Compressed Q460 Hot-Rolled Single-Angle Members
两端偏心受压的Q460热轧等边单角钢整体稳定承载力试验研究