1.
The Base Slab Construction of 9# King Tower of the Songhuajiang Stayed Cable Bridge in Harbin
哈尔滨松花江斜拉大桥9#主塔承台施工
2.
The Technique of Cofferdam with Steel Plate Piles Applied on the Construction of Bearing Platform of Main Tower in Jiangxinzhou Large Bridge in Nanjing
南京江心洲大桥主塔承台钢板桩围堰施工技术
3.
This article revolves around the design and construction technique involving the second main tower pier of the Minjiang Bridge, its platform, suspension box, and cofferdam.
本文主要介绍了闽江大桥2#塔墩承台吊箱围堰的设计及施工方法。
4.
BEARING BEHAVIOR OF KINGTOWER FOUNDATION PILE OF JIAJIANG BRIDGE IN NANJING
南京夹江大桥主塔基桩承载性状分析
5.
The effect of the main parameters of caps of steel fiber concrete on bearing capacity
钢纤维混凝土承台主要参量对承载力的影响
6.
Thermal Cracking Control Technology of the Mass Concrete of Pile Cap in South Main Tower of E-dong Yangtze River Bridge
鄂东长江公路大桥南塔承台大体积混凝土温度裂缝控制技术
7.
Construction Techniques for Steel Boxed Cofferdam of Tower Pier Pile Cap of Dagu River Shipping Channel Bridge,Qingdao Bay Bridge
青岛海湾大桥大沽河航道桥桥塔承台钢套箱围堰施工技术
8.
Temperature Control in Concrete Construction of No.8 Bearing Platform and Tower Base of Maling River Super Large Bridge
马岭河特大桥8~#承台及塔座混凝土施工温度控制
9.
The Analysis of Main Pier Platform's Heat of Hydration of Babaaoyue Bridge
巴巴奥约河大桥主墩承台水化热分析
10.
Cambodia Mekong PREK TAMAK Cap Bridge Construction
柬埔寨PREK TAMAK湄公河大桥主桥承台施工
11.
Design Study and Application of Cellular - Shaped Floating Steel Coffer Platform to the Construction of Main Pylons in Main Navigation Span of Donghai Bridge
东海大桥主通航孔主塔墩蜂窝状钢浮套箱平台的设计研究与应用
12.
Main Structure Optimization of Ladle Turret with Big Loading Ability of Continuous Casting Machine;
大承载能力连铸钢包回转台主要结构优化
13.
The retaining construction planning design and construction of main bridge platform steel sheet pile over a bridge
某桥主桥承台钢板桩围堰施工方案设计及施工
14.
Construction on Steel Boxed Cofferdam of Middle Main Pier Platform in Ronggui Shuidao Bridge
容桂水道特大桥中主墩承台钢套箱围堰施工
15.
On the design of integrated steel hang box cofferdam and its construction technology on Shangtang river
上塘河主墩承台整体式钢吊箱围堰设计与施工
16.
Interaction between group piles and dumbbell shaped cap in a super large bridge was analyzed with ANSYS software of 3-D elasto-plastic finite element method.
用ANSYS对某特大桥索塔哑铃型承台群桩基础与土体共同作用进行了三维弹塑性有限元分析。
17.
The group is made up of the big main pagoda and eight smaller structures.
塔群由主塔和八个小塔组成。
18.
There are 150 steps to the top of the tower.
到塔顶有150级台阶.