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shear strength相关的网络例句

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与 shear strength 相关的网络例句 [注:此内容来源于网络,仅供参考]

Through classification statistic of the investigation data of landslides in the Three-gorges Reservoir, the author obtained the distribution functions of shear strength parameters of sliding zone, and calculated the correlation of natural strength parameters and saturation strength parameters.

对三峡库区已有勘察资料的滑坡进行分类统计,得到滑带土抗剪强度参数的分布函数,并计算其天然强度和饱和强度的相关关系。

The shearing failure of structural plane is considered to be corresponding to the maximum of real contact area, a criterion is given to distinguish the shearing failure of structural plane and a new select method of shear strength is brought forward subsequently; Examine the influence of geometrical features and thickness of weak intercalation on the integrative strength of weak structural plane based on the composing of basic strengths, formative mechanism of shearing plane and failure pattern; and present the quantitative relation between the strength and thickness.

4详细研究了依附型滑动面中的硬性结构面和软弱结构面力学特性和破坏模式,对硬性结构面引入摩擦学中的粘着摩擦理论,着重研究结构面在剪切过程中实际接触面的变化规律,提出实际接触面积的最大点即为强度破坏点,并结合实际数据进行了验证;对软弱结构面则从其基本强度的组成、内部剪切面的形成机理和破坏模式入手,研究了结构面的几何特性、夹层厚度和强度关系对软弱结构面综合强度值的影响,并给出了定量关系式。

Because the strength of springwood was very low, the strength of board which included more springwood was low. The main reason why there was no difference in wet compressing shear strength between quarter-sawn board and flat-sawn board was that quarter-sawn board had a lot of pits on radial cell wall and in flat-sawn board xylary rays were transversely cut and left a lot of pores which provided a kind of tunnels for water.

造成柞木径切板的反复煮沸压缩剪切强度与弦切板的反复煮沸压缩剪切强度没有显著性差别的主要原因是柞木细胞壁径面上的纹孔很多,而弦面上的木射线在经刨削后是横断的,留下许多孔隙,这使得弦径向均有成为水分通道的孔隙,造成柞木径切板的反复煮沸压缩剪切强度与弦切板没有显著性差别。

That shear strength parameter is accessed according to quantitative index of granulometric composition is put forward in concrete gravity dam design criterion. By criterion, strength parameter may be acquired easily, however influencing factor of interlayer strength parameter is not all things consider.

混凝土重力坝设计规范》(DL5108-1999)中提出的以粒度成分定量指标评价软弱结构面强度参数,可以较方便地得到夹层的强度参数,但它没有综合考虑影响夹层强度的多种因素。

The experiments included compressive strength, flexural strength, shear strength of sand grouts, stability and fluidity of net grouts.

试验内容包括砂浆的单压、抗弯、抗剪强度试验以及净浆稳定性和流动度试验。

It was proved that deformation modulus, compression strength, tensile strength, shear strength and Poisson ratio of lamprophyre could not meet the design requirements after high pressure cement grouting, so chemical grouting was proposed to treat the lamprophyre. High permeable epoxy resin was employed to grout the weathered lamprophyre.

因仅靠单纯的高压水泥灌浆无法使岩体的变形模量、抗压、抗拉、抗剪强度以及泊松比等物理力学指标达到设计要求,应有针对性地采用化学灌浆方法对煌斑岩脉进行加固处理。

The result shows that the relationship between suction and suctional strength is unlinear, the difference of suctional strength in the two paths that desorption and absorption of moisture is not obvious under a certain cell pressure. According to the result of triaxial test, a shear strength formula of ningming unsaturated expansive soils is put forward.

结果表明宁明膨胀土的吸力与吸附强度之间的关系是非线性的,一定的围压作用,吸湿和脱湿路径下的强度有差异但不明显,由此提出宁明非饱和膨胀土有效应力强度理论公式。

Measured the basic physical parameters of unsaturated soils in Three Gorges Reservoir area; 2 measured the initial sample matric suction using the unsaturated triaxial testing system, which can be used to evaluate the unsaturated soil strength and stress; 3 the drying and moisture absorption experiments were executed using the Tempe apparatus, and got the Soil-Water Characteristic Curve, permeability coefficients of every stress level were simulated according to the parameters from the SWCC; 4 the unsaturated soil strength tests were carried out using the GDS triaxial testing system, then got the Mohr circle and shear strength parameters; the results from different stress paths were compared; meanwhile, the axial strain-stress ratio-volume strain curve of different matric suction and different radial pressure was got, as well as their relationship; The research, which provided the necessary data and reference for Three Gorges Reservoir area geologic disaster, is the basic component of Three Gorges Reservoir geologic disaster prevention and research, and experimental results will be used directly in the project.

1量测了三峡库区非饱和土的基本物性参数; 2用非饱和土三轴试验仪量测了试样的初始基质吸力,为评估非饱和土的强度和应力水平提供参考; 3用Tempe仪和体积压力板仪进行了非饱和土的干燥和吸湿试验,得到了土-水特征曲线,并根据其参数拟合出各级吸力状态下对应的渗透系数; 4用GDS三轴仪进行了强度试验,得到了Mohr圆和抗剪强度参数;并比较分析了不同应力路径下试验结果;同时得到不同吸力和不同围压下轴向应变-应力比-体应变的关系曲线和其相互关系。该研究是三峡库区地质灾害防治研究工作的基础性工作,其结果将直接应用到工程实际中,为三峡库区地质灾害提供必要的数据和参考。

Through a great number of experiments, the paper put forward to shear test index of graded broken stone with self-invented instrument, analyzes its influence rule by varying gradation, water content, compactness, shear rate and lateral compression; studies systematically the changing rule of CBR, infiltration index and thermal conductivity by gradation; works out the suitable biggest particle size, key screen openings and range of their reasonable percentage passing; put forward to graded broken stone design methodology based on CBR and shear strength and construction method in perennially frozen soil zone.

本文通过大量试验,利用自行研发设备,提出了级配碎石的抗剪切性能指标,分析了级配、含水量、密实度、剪切速率、侧压力对抗剪切性能的影响规律;系统研究了级配对CBR值、渗水性能、导热性能的影响规律;通过CBR试验和抗剪切试验,得到了最佳级配最大粒径和关键筛孔及其通过率合理变化范围;提出了基于CBR值和剪切强度双指标控制的级配碎石组成设计方法及适宜多年冻土地区的施工工艺。

Test results show that Taichung Harbor Sand/ concrete block, the interface friction angle and shear strength are difference, related with the size of the grid opening, the grid number of horizontal opening, Soil and the geogrid system has more obvious acts, such as the shear stress to the displacement of shear increases, the interface will increase friction angle.

试验结果得知在上盒台中港砂/下盒混凝土块体,其影响界面摩擦角与剪力强度差异是与格网横向勒条数,开孔大小有关格网横向勒条数越多且网目越小,土壤与格网互制行为越为明显,剪应力将随著剪力位移的增加而增加,界面摩擦角将会提高。

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