锚碇作为承力结构的重要部分，是悬索桥的重点控制性工程。
As an important part of supporting structure, anchoring controls the project progress of suspension bridge.
锚碇可布置在桥面板上。
锚碇作为悬索桥的主要承力结构物，它的稳定性是十分重要的。
As a main bearing structure of suspension Bridges, the stability of anchor foundations is very important.
如何保护隧道式锚碇周围围岩的完整性是一项很关键的施工控制要点。
How to protect the integrity of the rocks around the tunnel tieback is a crucial construction control point.
锚碇基础是悬索桥的关键受力部位，它的总体稳定性和受力状态直接影响到大桥的安全和长期使用的可靠性。
Anchorage foundation is the key position of a suspension bridge, whose overall stability and bearing state directly influence the safety and long-term reliability of the bridge.
岩锚初始预应力、自由段长度、外部荷载量值控制着锚索及锚碇在锚碇系统中参与的荷载贡献值和作用时机。
Initial prestress, length of free-segment of anchor cable and the load value determine contribution value and action occasion of the anchor cable and tunnel anchorage.
结合国内外悬索桥锚碇建设经验，介绍大跨悬索桥锚碇基础设计与施工中的主要问题，对几种常用的基础方案进行分析比。
An introduction is given to major issues in design of anchor foundation for large span suspension bridge, and a analysis is given of several commonly-adopted foundation programs.
介绍武汉军山长江公路大桥桥墩的巨型钢围堰在水上施工时，所采取的锚碇系统的设计。
Design and Construction of the anchor system for the large steel cofferdam of bridge pier of Wuhan Junshan Yangtze River Highway bridge are introduced.
就锚碇体轴线倾角、长度、夹持角、接触界面粗糙度及结合程度对锚碇位移和岩体安息稳定性的影响作了深入探讨。
Influences of axis inclination, length, clamping Angle of anchorage, roughness and bonding degree of interface on the displacement of anchorage and repose stability of rock mass were explored.
研究成果表明，在巨大上拔力和水平向拉力作用下，锚碇基底应力的变化过程是复杂的。
The results show that the variation of the stress in anchorage foundations is complex under the action of huge uplift and horizontal tensile forces.
得出了锚碇尺寸主要取决于主缆拉力的大小，合理的锚碇结构要能给预应力锚固系统提供足够的工作空间。
And narrating the size depends on the degree of the pulling force, a reasonable size should provide a sufficient work room for the anchor system.
简要介绍润扬大桥北锚碇基础支撑钢管混凝土桩的施工条件、施工工艺和施工过程以及质量检测。
The construction condition, technology and procedure for steel pipe concrete pile supported by anchor foundation at the north, Renyang Bridge and the quality detection are introduced in the paper.
采用室内相似模型试验和数值模拟方法，对某悬索桥重力式锚碇变位问题进行了研究。
Based on model test and numerical simulation, the research on displacement of a gravity anchorage of a suspension bridge has been carried out.
通过工程实例介绍自凝灰浆防渗墙技术在武汉阳逻长江大桥南锚碇工程外围挡水帷幕中的应用及工程施工中的要点。
This paper deals with the construction of cutoff wall with self-setting mortar of the outside curtain in southern anchorage foundation of the Yangluo Bridge in Wuhan City of Hubei Province.
根式基础用于悬索桥锚碇将成为一种新的选择。
So the root foundation can be a potential choice for the anchor block of suspension bridge.
锚碇是悬索桥的心脏部位，防水施工是隧道锚施工中的关键工序，防水工作的好坏直接影响到桥梁的使用寿命和结构安全。
Waterproof construction is the key procedure in tunnel anchorage building, and quality of waterproof directly influence the service life and structure safety of a bridge.
隧道式锚碇是悬索桥的主要承重体系，属于大型岩土工程结构。
Tunnel-type anchorage, a kind of geotechnical engineering structure, is the main supporting system of a suspension bridge.
润扬大桥南锚碇圈梁及首道支撑结构在施工中出现了裂缝问题，曾引起关注。
The enclose girder and first support of south pit of Runyang Bridge were found to come forth cracks at construction.
经过自密实混凝土配合比优化设计和现场试块模拟试验后，NVC自流平外加剂成功应用于润扬大长江公路大桥北锚碇。
After optimizing the mix proportion and simulation of a big specimen in locale, NVC admixture applies well in Run-Yang bridge on the Yangtse River.
西堠门大桥南锚碇为重力式嵌岩结构，混凝土方量大，为典型的超大体积混凝土块体。
The south anchorage of Xihoumen Bridge is a gravity type rock-embedded structure cast with large cubic amount of concrete and is typically a very massive concrete block.
利用试验观测锚碇板前置换土体破裂面形态，并对其抗力进行分析。
This paper researches the failure surface modes of displaced soil mass in front of anchor plate by tests, meanwhile analyses the earth resistance.
可分为主动锚碇锚固，在一宗案件中，他们是受防水层、被动的停泊地。
Anchorage can be classified as active anchorage, in the case in which they are subjected to pretensioning, and passive anchorage.
监测结果分析表明，排桩冻结法是基坑工程的一种可行的施工工法，润扬大桥南锚碇排桩冻结法深大基坑的成功实践为今后类似工程的建设积累了宝贵经验。
The monitor result indicated the ground freezing and pile-support method is viable for deep foundation pit, and the experience was backlog for construction of similar engineering aftertime.
锚碇可能的破坏形式是两锚体向外侧歪斜拔出；
The failure pattern is that two anchorage bodies are pulled out which decline outsides.
良好的沙水深5 - 8米，底部锚碇，可能会发现在大多数的期望一夜之间地区。
Good sand bottom anchorages with depths of 5-8 metres may be found in most of the desired overnight areas.
四渡河大桥是我国首次采用隧道式锚碇的大跨径悬索桥。
The tunnel-type anchorage of Siduhe Bridge is used for the first time in large-span suspension bridge in China.
以某大桥为例介绍了隧道式锚碇的施工技术。
This paper introduces construction technology of tunnel anchorage taking a bridge an example.
泰州长江公路大桥为三塔两跨悬索桥，两岸锚碇采用沉井基础。
Taizhou Changjiang River Highway bridge is a three tower suspension bridge and the anchorages of the bridge on both Banks rest on caisson foundations.
泰州长江公路大桥为三塔两跨悬索桥，两岸锚碇采用沉井基础。
Taizhou Changjiang River Highway bridge is a three tower suspension bridge and the anchorages of the bridge on both Banks rest on caisson foundations.
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