联系，能极好的习惯地基变形；能吸收来自外部的动荷载所发生的能量，具有极好的抗震功能以及抗冲击才能。
Contact, can be very good habit of foundation deformation; can absorb the energy from the external dynamic load, with excellent seismic function and anti shock ability.
为了满足地基的强度、变形和抗震等要求，必须对天然的软弱土地基进行人工处理。
We must deal with the crude soft soil artificially in order to meet the demand of groundsill intension, distortion and anti-seismic etc.
为了满足地基强度、变形及抗震等要求，现代高速铁路软基处理大多数采用CFG桩进行加固。
Mostly, the soft foundation of the modern high-speed railway is strengthened with pile CFG in order to meet the demands of the intensity, deformation and seismic resistance of the foundation.
本文为利用专业程序进行相邻结构-地基-土相互作用抗震分析提供了新的途径。
Thus, the neighboring structures foundation soil interaction system can be analyzed by the specialized program.
强夯块石墩处理软基具有施工方法简单 ，兼具置换、排水固结、提高软基抗震能力等优点 ，在深圳沿海软土地基处理中广泛应用。
The advantages of treating soft ground with dynamic compacted stone pier are:simple in construction, consolidated by drainage, the aseismic capability of soft ground will be enhanced.
研究成果对厦门市的地基抗震决策有重要参考价值。
Above study results have an important consultation value to make aseismic decision of the foundation in Xiamen.
通过对碎石桩复合地基承载力和抗震液化设计的对比和分析，提出了以承载力和抗震液化相互综合考虑的设计方法。
By the discusion and analysis of gravel pile composite foundation bearing capacity and anti-liquefaction design, a new design method is presented.
应用振冲碎石桩加固软土地基和砂基地，可增强抗震稳定性，提高承载力和减少沉降量。
The soft soil and sand foundation consolidated by vibration and impaction stone column can strengthen earthquake - resistant stability, raise bearing capacity and reduce settlement.
因此，对于建立在深厚非基岩地基土上的较高或刚度较大的高层建筑，抗震分析时考虑土-结构相互作用的影响是必要的。
So considering the influence of soil-structure interaction in seismic response analyzing is necessary for the tall or more rigid structures established on the thick soil ground foundation.
本文从抗震概念设计的背景出发，认为抗震设计应充分考虑结构与地基耦合作用的影响，其中结构和场地的频率关系是十分重要的。
This paper demonstrates that the coupling effect on structure and ground should be considered thoroughly when involving with anti-seismic concept design.
认为地基的抗震设防应毫无疑问地坚持以概念设计为指导的思想，采取因地制宜的处理措施。
We deem it necessary to persist the conceptual design and the processing method of adaptation to local conditions in the earthquake-resistance protected.
探讨了沿海软土液化地基PHC管桩的抗震设计。
Seismic design for PHC pipe piles in coastal liquefaction soft sub-soil was discussed.
计算结果表明，在结构抗震设计时，应考虑季节的变化、地基辐射阻尼和场地区域地震动特性等因素的影响。
The influence of frozen earth layers and radiant damps of groundwork is considered and back-analysis is performed.
公式反映了抗震设防烈度、场地类型、建筑总高度及地基土条件等影响因素。
The influence factors, such as: the intensity of earthquake, the type of site, the total height of building and the soil condition have been taken into account.
加固地基是增强地基抗震性能的一种行之有效的方法。
Strengthening of ground is an effective measure to improve seismic behavior of the ground.
面对越来越大量的工程应用，刚性桩复合地基的抗震性能成为亟待研究的课题。
As rigid pile composite ground is getting more and more applications in construction engineering, the research on its anti-seismic behavior becomes very urgent.
桩基是处理液化地基的常用方法，但在抗震设计方法上尚未统一。
Pile foundation is an important measurement for improving liquefiable subsoils. Rainily the design methods in this field, published in seismic regulation and codes, are various.
根据现行标准，大坝的抗震能力不符合要求，坝体冲填土和某些部位地基土松散，容易液化。
The dam does not meet the present day seismic safety standards. The hydraulic fills in the dam and some foundation soils are loose and susceptible to liquefaction.
在本文计算分析结果的基础上，总结提出了从合理利用液化层和避免地基失效两个方面着手的液化区抗震设防措施。
On the basis of the results of the analysis in this paper, summing up the security measures to the liquefied zone: rational using liquefied sand layer and avoiding failure of foundation.
因此，在桥梁的抗震设计中，必须考虑桥台基础的提离和地基土的屈服等土与结构相互作用对桥台抗震性能的影响。
Therefore, the soil, superstructure and abutment interaction such as foundation uplift and yielding of underlying soil should be considered in the aseismic design of Bridges.
为了满足地基的强度、变形和抗震等要求，必须对天然的软弱土地基进行人工处理。
In order to meet the demand of groundsill intension, deformation and anti-seismic, the crude soft soil must be dealt with artificially.
但是目前对复合地基的计算分析，尤其是对刚性桩复合地基的抗震性能分析，远远不能满足工程实际的需要。
Rigid pile composite foundation now is applied to many projects such as high buildings and the extra-high buildings.
因此，判定地基土液化可能性是抗震勘察设计中的一个重大课题。
Soil liquefaction is also a major design issue for large structures such as mine tailings impoundments and earth dams.
因此，判定地基土液化可能性是抗震勘察设计中的一个重大课题。
Soil liquefaction is also a major design issue for large structures such as mine tailings impoundments and earth dams.
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