1、

It is proved by FEM analysis that the proposed shape and structure of the test box can avoid resonance with the model soil.

在选定模型箱结构的外形与构造时,借助有限元分析论证了可不与模型土发生共振的箱体构造;

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2、

Generalized Displacement Method in Bearing Capacity Analysis of Thin-walled Structure Interacted with Foundation Soil

与土体共同作用薄壁结构受力分析的广义位移法

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3、

Research conclusions: The closed type U shape through cutting is a new structure type, which is suitable to be used in the through cutting where soil is highly penetrable with water or ground water.

研究结论:封闭式路堑U型槽结构是一种较新的结构形式,一般适用于地下水位较高或地下水渗透系数较大的含水地层及某些特殊原因不允许降低地下水的路堑。

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4、

The reason for this is that the urban soil is rich in foreign material from human trample, mechanical rolling affect is serious, leading to soil physical structure change.

其原因是城市土壤中外来物含量丰富,受人为踩踏、机械碾压影响严重,导致土壤物理结构改变。

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5、

Displacements, velocities, accelerations and interaction forces at the interface between underground structure and soil medium produced by the diffraction of wave by an underground structure for every time step are obtained.

联立京解上述半解析边界元方程和半解析有限元方程,对应每一时间步进,可同时求出介质与结构交界面上的位移、速度、加速度和相互作用力以及地表面的运动情况。

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6、
7、

Stress state analysis of the structure of piles, soil and base slab under wave loads

桩-土-承台结构在波浪力作用下的力学效应分析

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8、

The geological structure has differences, which lead to the. differences of geothermal resources and soil thermal properties in different region.

由于不同地区地质结构的差异,导致不同地区的地热资源以及土壤热物性的差异。

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9、

Multi-level structure of ETA and space scale effect of soil erosion

土壤侵蚀的ETA层次结构与空间尺度效应

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10、

The multi-level structure of erosion, transportation and accumulation in a slope system and its space scale effect are very important for the soil erosion quantity evaluation.

分析了土壤侵蚀中的侵蚀、搬运、堆积的层次结构及所表现的空间尺度效应的形式、产生的机制和原因。

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11、

In order to save soil resources and reduce building principal part structure engineering cost, finite difference method, harmonic wave method and response coefficient method have been utilized to analyze the unsteady thermal characteristics of wall insulation in low energy consumption building.

为节约土地资源和降低建筑主体结构工程造价,采用有限差分法、谐波法和反应系数法对节能建筑复合墙体的非稳态热工性能进行全面分析。

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12、

At first, for examining the influence of soil reaction to structure the analysis was made up of two parts that one is taking account of soil-structure reaction in analysis and the other is the opposition.

首先,为了考察土体-结构的作用对结构的动力特性影响程度,分析了不考虑土体对结构作用和考虑土体对结构作用两种情况下结构的模态;

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13、

A series of elastic spring were used to simulate the soil reaction to structure and a equivalent linear iterative approach was used for simulating the soil nonlinear behavior in the finite element analysis in this paper.

在有限元分析中,本文采用一系列弹性弹簧单元模拟土作用,通过反复的等效线性迭代过程模拟土对结构的非线性。

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14、

The earth pressure on the circular retaining structure is reduced by the soil arching effect, and the high compression resistance character is fully used.

圆形支护结构利用土的拱效应,降低了作用在支护结构上的土压力,同时将外部荷载转化为内部压力,充分发挥了混凝土抗压性能好的特点。

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15、

Soil of structure cy, in works, usually destroy suddenly, and has no forebode.

在工程中,结构性土地基往往会在缺乏预兆情况下,产生突然性破坏。

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16、

Design of mini pile combined with soil nailing bracing structure.

微型桩结合土钉支护结构设计。

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17、

The discussion of slice method in soil-nail braced structure stability analysis

条分法应用于土钉支护稳定性分析的探讨

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18、

On the Application of Genetic Algorithm in Stability Analysis of Soil-nail Braced Structure

遗传算法在土钉支护结构稳定性分析中的应用

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19、

In the traditional design conception of pile foundation, piles bear all of the loads transferred from structure, soils between piles nearly do not bear any loads, so, the bearing characteristics of soil are neglected inconsciently.

在传统的桩基设计理念中,桩承担了上部结构传来的全部荷载,桩间土并不承担任何荷载,这就在无形中忽略了土的承载特性。

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20、

An investigation on the influence of reinforcement structure on the shearing strength of reinforced soil

筋材结构对其加筋土强度特性的影响研究

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