- 更多网络例句与固结的相关的网络例句 [注：此内容来源于网络，仅供参考]
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On the base of analysis concerning Tianjing and Tanggo-Xingang soil properties and observation results of settlements, some rules of settlement of buildings in the area were obtained. Final settlements, settlements at end of construction and the time of final settlement were discussed. Tests used for determining paramcters of four models were introduced. The parameters in Duncan-Chang model are determined from isotropic consolidation test and the parameters in Gong-Xiannan model from Ko consolidation tests while the parameters in the model proposedin chapter 2 from the equal increment stress ratio test and ones in the bounding surface model developed in chapter 3 from the effective stress-path of CIU test.
根据天津市区及塘沽新港地区的地基土质情况以及沉降观测资料，分析了该地区建筑物沉降的一些规律，讨论了最终沉降量，完工时的沉降量以及沉降稳定时所需要的时间，介绍了确定各模型参数所需要的试验：Duncan—Zhang模型参数根据等向固结的三轴试验确定；龚晓南Ko固结模型根据Ko固结三轴试验确定；本文建立的非线性弹性模型根据等向增量应力比试验确定，边界面模型参数可根据固结不排水剪切试验的有效应力路径确定。
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The main results of the study are obtained as follows:1 In order to analyze and study the physical and mechanical characteristics of Lianyungang marine soft clay deeply, large numbers of basic mechanical characteristics tests and tri-axial shear tests are completed.2 In order to investigate the loaded and failure characteristics of the cement-soil, the cement-soils for the different ratio and different cure time are studied in the laboratory, and their unconfined compression tests and tri-axial shear tests are performed.3 Based on the solution of one-dimension consolidation, the one-dimension consolidation of the double-layered foundation is solved for two-grade loading in virtue of transcendental equation; Simultaneously, the one-dimension consolidation of the double-layered foundation is solved by means of Laplace transform for two-grade loading, and Stehfest numerical transform is applied in Laplace's inverse transformation; Furthermore, according to the practical foundation shapes, the consolidation models of the soil between piles and the substratum are built and solved respectively.4 The effect of each parameters on the consolidation of the double-layered foundation is discussed, and the solution of load transfer method for double-layered foundation is applied in A1-A4 section of Lian-Xu expressway. The results of calculating settlement of the double-layered consolidation theory are basic agreement with the measuring settlement results.
取得了以下几方面的研究成果：1针对连云港海相软土进行一维固结和三轴剪切试验，深入分析连云港海相软土的物理力学特性。2模拟水泥土搅拌桩施工，在室内制备不同配比、不同龄期的水泥土试样，并进行无侧限抗压试验和三轴剪切试验，揭示水泥土的受力特性及破坏特性。3运用超越方程，以双层地基一维固结解析解为基础，推导出二级加荷条件下双层地基的固结解析解；同时，通过荷载传递法并借助Laplace变换对双层地基的固结问题进行了数值求解；此外，根据实际的地基结构，建立了桩间土和下卧层的固结模型并分别进行求解分析。4分析探讨了双层地基中各参数对双层地基固结的影响程度，并运用荷载传递法的解答计算了连-徐高速公路A1-A4标水泥土搅拌桩处理段的六个断面，计算结果与实测数据有较好的一致性。
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Based on the assumptions of semi logarithmic relationship between coefficient of permeability and void ratio as well as the relationship between effective stress and void ratio of soil, the method of Lie Group Transformation is applied to solve the non linear partial differential equation of large strain consolidation of homogeneous saturated clay in semi infinite domain.
基于有效应力与孔隙比以及渗透参数与孔隙比之间的关系的一些假定，采用李群变换求解考虑材料非线性和几何非线性的半无限均质土体大变形固结非线性偏微分方程，得到了一个不考虑自重固结的完全解析解。
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I think these sediments are merely a pile of loose and unconsolidated particles .
但是这些沉积物仅仅是一堆松散的，未固结的颗粒物质，它们是怎么变成固结和坚硬的岩石的呢？
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With the consideration of the spatial variation of physical parameters of soft clay, the probabilistic characteristics of the one-dimensional average degree of consolidation of soft clay was studied and its sensitivity of variance to permeability, void ratio and compression coefficient of soil was also analyzed.
在考虑岩土参数空间变异性的情况下，对软粘土地基一维固结平均固结度的概率特征进行了研究，分析了平均固结度的概率特征对渗透系数、孔隙比和压缩系数三参数变异性的敏感性，进行了岩土参数分布类型对平均固结度影响的正交试验，并根据试验结果进行了方差分析，为进一步开展多层地基固结的可靠性分析打下了基础。
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Based on the equal strain consolidation model of sand drain ,and neglecting the well resistance and the vertical drainage consolidation,a layered model for the nonlinear consolidation of sand drain ,which accounts for the geostatic pressure varying along depth and the relationship between the average viod ratio and the logarithm of average effective stress,is presented.
基于砂井等应变固结模型，考虑初始有效应力沿深度变化，忽略井阻和竖向排水固结的影响，应用平均孔隙比与平均有效应力的对数关系，建立砂井非线性径向排水固结的分层计算模型，并求得常荷载作用下的径向排水固结解析解。
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For the simplist thermal consolidation problem with instantaneous constant surface temperature and uniform initial pore-pressure, analytical solutions of excess pore-water pressure and temperature are derived and compared in detail, respectively. The results show that the thermo-mechanical coupling item in the thermal consolidation equation can be ignored.
2对最基本的地表骤然受常温且初始孔压均布的一维热固结问题，分别求得了考虑和不考虑热力耦合的超静孔压和温度增量的解，并通过详细比较，表明可以忽略热固结方程中热力耦合项对固结的影响。
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Vacuum consolidation test and load consolidation test were performed and compared for different kind of soil samples. After analyzing the results of tests, the four major mechanisms of vacuum consolidation were defined as: variation of capillary potential, drainage of sealed bubbles, vaporization and action of atmosphere pressure, in which, the action of atmosphere pressure is the most important factor.
首先对不同土样进行了一系列室内真空固结和加载固结的对比试验，通过对试验结果的比较分析，明确了抽真空引起土样固结的原因，即抽真空作用会在四个方面对试样产生影响：毛细管势的改变、封闭气泡的排出、汽化现象及大气压的作用，而其中大气压的作用是最主要的。
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I think these sediments are merely a pile of loose and unconsolidated particles. How are they converted into solidated hard strata?
但是这些沉积物仅仅是一堆松散的，未固结的颗粒物质，它们是怎么变成固结和坚硬的岩石的呢？
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I think these sediment s are merely a pile of loose and unconsolidated particles. How are they converted into solidated hard strata?
但是这些沉积物仅仅是一堆松散的，未固结的颗粒物质，它们是怎么变成固结和坚硬的岩石的呢？
- 更多网络解释与固结的相关的网络解释 [注：此内容来源于网络，仅供参考]
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Consolidated：固结
砾石层则由人头大的砾石及砂粒所组成,由於尚未固结(consolidated),因此显得甚为松散. 当骤雨来临时,红土层如无森林的保护及吸收,则大部分的雨水将成为表面迳流(runoff),顺著山坡向下游流走. 而砾石层如无森林的保护而裸露在外时,
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ocr：超固结比
作用于挡土结构物的侧向土压力可根据弹塑性法进行计算,对于开挖基底面,它的静止土压力由于超固结比(OCR)的增加而发生变化. 上述的设计法没有考虑这种影响,因此挡土墙设计有可能出现过于不经济. 本文从路基开挖工程取得冲积沙试料,
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overconsolidated soil：土的分类超固结土
3. 土的分类饱和土saturated soil | 3. 土的分类超固结土overconsolidated soil | 3. 土的分类冲填土dredger fill
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solidified：固结的,固化的,变硬的
solidification 固化作用,凝固作用 | solidified 固结的,固化的,变硬的 | solidifying point 凝固点
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unconsolidated：未固结的
unconsolidated surface layer 未固结表层 | unconsolidated 未固结的 | unconsolidation 松散
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unconsolidated：松散的 非固结的 未固结的
unconsistency 不一致性 | unconsolidated 松散的 非固结的 未固结的 | unconsolidated-undrainedtriaxialtest 不固结不排水三轴试验
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unconsolidated：非固结的
unconsistency 不一致性 | unconsolidated 非固结的 | unconsolidated 未固结的
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clotty：固结了的, 块多的
clottish | 笨的,愚蠢的 | clotty | 固结了的, 块多的 | cloture | 讨论终结 结束辩论
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indurated ind：固结的
indistinct indst 不易区别的 | indurated ind 固结的 | indurated ind 硬化的
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unconsolidated surface layer：未固结表层
unconsolidated sand 非胶结砂岩 | unconsolidated surface layer 未固结表层 | unconsolidated 未固结的