查询词典 pile-planking

Underground electric substation ; uplift pile ; deep excavation ; bearing characteristic ; pedestal uplift pile ; subsequent side inject ; field test ; double tubular method ; off-load rebound ; bearing capacity loss

地下变电站抗拔桩深层开挖扩底桩注浆现场试验双套管法卸荷回弹承载力损失

More and more study on cap-pile groups-soil interaction of bridge pile in loess area has been paid attention to.

黄土的工程特性和地层分布具有其自身的特点，黄土区桥梁桩基桩—土—承台共同工作的研究越来越受到工程界和学术界的关注。

Three-dimensional finite element analysis in time domain for dynamic soil pile interaction of CFST arch bridge with a main span of 85 m and pile draft foundation was carried out.

随着钢管混凝土技术的不断进步，钢管混凝土拱桥在我国得到了越来越广泛的应用。

Through comparative analysis, it proposed some suggestions about assessment specification for bridge pile base and offered effective foundation for quality check and valuation of pile base.

本文通过对比分析，提出南水北调中线工程桥梁桩基评定的认识，为桩基质量验收和评定提供了有效的判断依据。

Through the example of the pile engineering of Yanshou big building in Putian City of Fujian Province,the major construction method of PHC pipe pile is introduced,the abnormal situations in the construction are analyzed,and the corresponding measures are put forward.

以福建省莆田市延寿大厦的桩基工程为实例，介绍了PHC管桩的施工方法，分析了施工过程中出现的异常情况，并提出相应的处理措施。

The technical features for construction of extra deep and large diameter pile with man-excavated shaft in complicated area and some unique treatment measures were introduced in combination with the pile foundation engineering of a building.

结合某大厦桩基工程实例，介绍了复杂条件下超深大直径人工挖孔桩的施工技术及独到的处理措施，取得了满意的工程效果。

This research shows that the effect of shield tunnel on the adjacent building's pile foundation is time dependent, because the adjacent structure and the pile foundation are affected in a certain period of time even after the shield was excavated, and this affected time is related to the viscoelastic property of soil, the parameters of the existing tunnel and structure.

研究表明，盾构隧道对邻近建筑物及桩基的影响是时间相关的，隧道在开挖后一段时间内对周边建筑及桩基产生影响，其影响时间的长短与周边土体的粘弹性性质以及隧道和邻近建筑的参数有关。

In most cases, the pile cap's thickness must be adjusted according to both the load condition and the pile arrangement.

在实际设计时，承台绝对刚性的要求是根据荷载大小、作用位置等因素的不同，通过调整承台厚度来实现的。

It is necessary to study the pile cap's working principle and to build a scientific reasonable and practicable pile-cap designing method for bridges.

因此，深入研究桩~承台体系的受力和变形机理，进而建立起一套科学、合理、实用的桥梁桩基础设计方法具有极其重要的意义。

At present, in all of the building codes, the calculation and designing method of the pile-cap is based on the assumption that the pile cap is absolutely rigid.

现行规范中关于桩~承台体系的分析和计算方法都是建立在绝对刚性承台假定之上的，此即所谓的&m 法桩~绝对刚性承台法&。

This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

Cell morphology of bacterial ghost of Pasteurella multocida was observed by scanning electron microscopy and inactivation ratio was estimated by CFU analysi.

扫描电镜观察多杀性巴氏杆菌细菌幽灵和菌落形成单位评价遗传灭活率。