1.
So, the existed high-piled slab &beam wharf shall he demolished.
为此，需将旧的高桩梁板码头拆除。
2.
Spatial finite element method applied in beam-slab high-pile wharf′s structural design
高桩梁板码头结构设计中的空间有限元分析
3.
Study and Application for Spacial Finite Element Mothod of Piling Wharf Designing;
高桩梁板结构码头设计中空间有限元方法的研究与应用
4.
Comparative analysis of large-scale high piled beam-slab structure wharfs between mathematical model and physical model
大型高桩梁板式码头数模计算与物模试验比较分析
5.
Numerical Simulation Analysis of Pile-plank and Lattice Beam Structure Composite Foundation of High-speed Railway
高速铁路桩—板、格梁结构复合地基数值模拟分析
6.
A Study of Anchored Pile Foundation for High Pier Bridge;
锚固桩基础在高墩桥梁中的应用研究
7.
Finite element analysis on ultimate bearing capacity of high-pile wharf crossbeam
高桩码头横梁极限承载力有限元分析
8.
The Study of Application of Bulkhead Structure of Battle and Sheet Pipe Pile Foundation under High Reclamation;
高填土斜顶桩板桩承台驳岸结构应用技术研究
9.
Calculation model and calculation method for front sheet pile high platform structure
前板桩高桩承台结构计算模型及计算方法
10.
Structure Design of the New Integral Box-slab High-pile Wharf;
整体箱板式新型高桩码头的结构设计
11.
With the increase of the pile quantity of wharfs, the dimension of pile caps and the depth-span ratio of beams increase gradually.
港口码头基桩数量的越来越多，导致了高桩码头中桩帽尺寸和梁的高跨比逐渐加大。
12.
Research into Construction Control of Long-span Beam Bridge with High Pile-Cap and Deepwater Pier;
大跨高桩承台深水墩梁桥施工控制研究
13.
The application of post grouting technology in perfusion pile foundation of expressway bridge
后压浆技术在高速公路桥梁灌注桩基中的应用
14.
Model tests on bridge pile foundation in high and steep rock slopes
高陡岩质边坡上桥梁基桩模型试验研究
15.
Study on the Explosive Damage and Emergency Repair Technique of the Pile Wharf with Reinforced Concrete Plate and Beam;
钢筋混凝土桩基梁板码头爆炸毁伤及抢修技术研究
16.
Research on Power Responses and Fatigue Characteristic of the New Pipe Foundation Concrete Beams and Slabs Offshore Platform
新型桩基混凝土梁板式海洋平台动力响应与疲劳特性研究
17.
On height computation method of pile type bridge pier and ribbed plate type abutment post
桩柱式桥墩、肋板式桥台柱顶高程计算方法
18.
3D Finite Analysis on Pile-Raft Foundation Interaction for Highrise Buildings;
高层建筑筏板—桩三维有限元协同作用分析