重力式挡土结构广泛应用于工程实践中。
Gravity retaining structures are widely used in engineering practice.
筋土之间的摩擦力是加筋土结构的一个重要设计参数。
The friction mobilized between the soil and reinforcement is an import ant design parameter of reinforced structure.
介绍了考虑土结构动力相互作用的滑移隔震结构的动力分析方法。
In this paper, the dynamic analysis for sliding isolated structures considering the soil structure dynamic interaction is performed.
加筋土结构被广泛应用于工程实践中，但目前用于滑坡整治较少。
The reinforced earth structure is widely applied to the engineering practice, but it is less done to harnessing landslide.
石砌挡土墙是一种很古老的挡土结构，在我国山区有着很广泛的应用。
A stone masonry retaining wall is an old kind of retaining structures.
孔隙是土结构的重要标志之一，其特征对土的工程地质性质有很大影响。
The pore is one of important mark of soil structure and its characteristics have substantial influence on engineering geological properties of soil.
加筋土挡土结构是其主要的应用形式之一，在国内外已得到了广泛的应用。
Reinforce earth retaining wall is one of the main types which has been applied extensively at home and abroad.
土压力是作用在挡土结构上的主要荷载，土压力计算是挡土结构设计的重要内容。
Earth pressure is the main load on retaining structure, and the calculation of earth pressure on retaining structure is an important aspect in structure design.
加筋土结构在挡土墙中的应用已较为普及，但作为溢流拦河坝的坝体结构目前却较少。
The reinforced earth structure is popularized in the earth-retaining wall, but the reinforced earth overflow dam is few.
重力式挡土结构的抗震研究涉及地震土压力、墙身强度抗震验算和地震稳定性等方面。
The aseismic research about gravity retaining structures deals with seismic soil pressure, seismic wall strength checking and seismic stability.
简介国产硅藻土结构、吸附性质等方面研究的进展，以及近年硅藻土的一些新应用。
The progress of studies on the structure, adsorption properties of local diatomites and their new applications are reviewed.
本论文在研究粘性土结构的基础上，逐步揭示其渗流机制，为后续渗流设计提供可靠依据。
This thesis announces its seepage mechanism gradually on the basis of studying cohesive soil's construction, offer the reliable practice basis for the fact that the follow-up seepage is designed.
优化后的方案立意新颖，功能丰富，为高挡土结构方案的优化处理提供了一条全新的思路。
The new improved scheme is unique, with multi-functions, which provides a brand new way of high earth-retaining wall optimization.
湿陷性黄土地基浸水饱和后，由于易溶盐类的溶解，土结构的破坏，使其承载力直线下降。
When the basement of collapsible loess is saturated by water, the earth structure is damaged due to the resolution of soluble salt, which causes the reduction of its bearing capacity.
试验及分析表明，该网格式加筋土挡土结构是一种结构合理、可以应用于实际工程的新型挡土结构。
It was proved that the rc net reinforced earth retaining structure is reasonable, and can be applied to practical engineering.
本文用有限单元法按平面形变情况分析了五座锚定板挡土结构，发现分析结果与现场实测数据相当接近。
Five of these anchor slab structures were analyzed by finite element method in plane strain case, and the results of analysis are fairly close to the data obtained from field observations.
砌块挡土结构具有工厂预制、标准化生产，建造速度快，安全可靠等突出特点，有广泛的工程应用前景。
Block retaining structure has some outstanding features so as to apply widely in engineering, such as shop fabricated, standardization produce, quick construction and safety so on.
因此对砌块式挡土结构的受力特点、设计计算理论及施工要点进行理论分析及试验研究，具有一定的理论与工程实际意义。
Thus the research on stress trait, design calculation theory and construction principal point of block retaining structure has certain significance in theory and practical engineering.
通过设计不同排水条件的实验槽，研究了不同的排水条件及时间效应对吹填软土结构强度形成的影响，并对实测结果进行了灰预测。
Through designing different drainage tank the paper studied different drainage conditions and time effects on structural strength formation of soft dredger fill, and carried out grey prediction.
由于地下连续墙既可用作地下工程的防渗挡土结构墙，又可用作建筑物的承重基础墙，所以已成为地下工程的一种基本的选择方案。
The continuous concrete wall can be used as an impervious structural wall and as a load bearing foundation wall of a building, so that it has become a basic selection in an underground engineering.
本文从加筋土补强机理出发，对其进行了试验研究与分析，得出了加筋土结构中加筋率与伸长应变两个主要因素对其强度特性的影响规律。
Research and analysis on these two factors are conducted herein started with the mechanism of reinforced earth strength and the law of influence on strength by these two factors are acquired.
本文的研究目的就是为了移除这些假设，考虑土-结构动力相互作用对结构控制的影响。
The main goal of this dissertation is toremove these presuppositions and to consider the influence of soil-structure dynamicinteraction (SSI) on structural control.
注1：可以按照附录G对土-结构相互作用建模。
Note 1: Annex G may be used to model the soil -structure interaction.
土-结构相互作用是一个具有重大理论意义和工程应用价值的课题。
Soil-structure interaction is an important subject with great theoretical significance and application value of engineering.
基于通用有限元软件和地基阻抗力时域差分形式，完成了考虑土–结构动力相互作用影响的结构时程分析程序二次开发。
By use of general FEM software and the time-domain difference of ground resistance, the structure history analysis programs with consideration of soil-structure dynamic interaction was developed.
动力基础设计以及土-结构动力相互作用子结构分析方法中，确定基础阻抗函数是关键环节。
It is important to calculate the impedance matrix of foundations in dynamic foundation design and the substructure analysis of the soil-structure interaction.
对土-结构动力相互作用的效应和分析方法作了简要的回顾，对上-结构动力相互作用几个实际应用问题进行了分析讨论。
In this paper, the effects and analysis methods for soil-structure interaction are reviewed. Some practical problems on soil-structure dynamic interaction are analysed and discussed.
本文把导管架海洋平台看作钢框架结构，考虑了桩—土—结构的动力相互作用，并把优化方法用于结构的抗震设计中。
Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered. Optimum method was applied to aseismic design of structure.
本文把导管架海洋平台看作钢框架结构，考虑了桩—土—结构的动力相互作用，并把优化方法用于结构的抗震设计中。
Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered. Optimum method was applied to aseismic design of structure.
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