Diametral point load test is a very promising, simple and accurate method for obtaining compressive and tensile strength data of rock core.

  • 用岩芯进行径向点荷试验,是简单而较精确地获得岩石抗拉、抗压强度的极有前途的方法。
  • 来源:互联网摘选更新时间:2026-07-01 18:42:41

  • 重点词汇
  • isvt.& vi. 是(be的三单形式);
  • promisingadj.有希望的;有前途的;
  • forconj.因为,由于;
  • diametraladj.直径的;
  • testn.试验;考验;测验;化验;
  • compressiveadj.有压缩力的;
  • datan.数据;资料;材料;(储存在计算机中的)数据资料
  • obtainingv.获得( obtain的现在分词 );买到;(规则、制度、习俗等)存在;流行;
  • rockn.岩石,石头;摇滚乐;棒糖;<非正式>宝石(尤指钻石);
  • 相关例句
1、

An Experimental Study on Tensile Strength of Irregular Rock Sample by Sleeve Fracturing Technique

不规则岩石试件抗拉强度的套筒致裂试验研究

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2、

The tensile strength of rock is the ability to resist tensile stress in the rock specimen as a role of external load and ultimate load in the tensile failure of rock specimen with pull-sectional area.

岩石抗拉强度是指岩石试件在外荷载的作用下抵抗抗拉应力的能力,为岩石试件在拉伸破坏时的极限荷载与受拉截面面积的比值。

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3、

This method takes full advantage of the low tensile strength of rock and high permeating ability of high pressure water which enable the initiation and propagation of cracks and the accomplishment of rock fragmentation.

本方法充分运用了岩石抗拉强度低,和高压水对岩石有利渗透作用的条件,从而达到岩石裂纹的产生与扩展,直到最后劈裂。

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4、

Numerical results denoted that the dynamic failure processes are controlled by three factors: i.e. tensile strength of rock, amplitudes of stress waves and waveforms of stress waves.

数值模拟表明,在应力波作用下的岩石破裂取决于三个因素:材料的抗拉强度、应力波的应力幅值以及应力波的波形。

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5、

The parameter 2~ ( 1/ 2) U may be taken also as a tensile strength of rock which contains small randomly distributed preexisting cracks.

同时,参量2~(1/2)U可以取做为含有随机分布较小裂隙的岩石抗拉强度。

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6、

Based on Griffith theory and using the tensile strength of rock, the formulae of critical stress for rock burst in underground opening have been obtained.

采用Griffith强度理论,得到了用岩石抗拉强度表示的地下洞室开挖中发生岩爆的临界应力公式。

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7、

In this method, Poisson ′ s ratio, the compressive strength and a suitable strength theory are needed to calculate the tensile strength of rock material.

与传统测试方法不同,这种方法需要知道材料的泊松比和抗压强度,以及适合于岩石材料的强度理论。

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8、

THE Splitting Experiment for Tensile Strength of Rock

岩石抗拉试验劈裂法测试技术的探讨

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9、

Influence of Internal Radius of Ring Specimen on Tensile Strength of Rock

圆环试样内径对抗拉强度的影响

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10、

The Statistical Analysis for Tensile Strength of Rock by Laboratory Hydraulic Fracturing Method

用水力破裂法测得岩石抗拉强度的统计分析

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11、

Experimental study on split test with flattened disk and tensile strength of rock

平台巴西圆盘劈裂和岩石抗拉强度的试验研究

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12、

Method to determine tensile strength of rock using flattened Brazilian disk

采用平台巴西圆盘试样测试岩石抗拉强度的方法

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13、

With the aid of an equivalence relation, the calculation formulation of the tensile strength of the random short fiber reinforced composite is deduced.

由无规高聚物材料分子链主轴和取向方向间夹角θ=54°44′,利用一等价关系,最后导出随机取向短纤维复合材料的拉伸强度表达式。

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14、

Effects of flaws on tensile strength of rayon based carbon fiber and tensile strength improvement

缺陷对粘胶基炭纤维强度的影响及补强处理方法

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15、

Effect of deposition conditions on tensile strength of rayon based carbon fiber

热解条件对粘胶基炭纤维(RCF)抗拉强度的影响

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17、

On the base of calculating tensile strength of submarine optical fiber cable with double armor, the optimal model of structure parameter of the SOFC is established. This model has the certain guiding sense to the structure design of the SOFC.

在计算双层铠装海底光缆拉伸强度的基础上,建立了海底光缆结构参数的优化模型,对于海底光缆的设计制造有一定的指导意义。

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18、

Study on improving the tensile strength of PAN-based carbon fiber by air oxidation etching method

空气氧化刻蚀提高PAN基炭纤维抗拉强度的研究

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19、

The consequence of experiment indicates that the splitting tensile strength of steel fiber concrete increases with the increase of volume fractions, length-diameter ratio, the length and concrete strength grade. The cold drawn steel fiber is superior to the mill steel fibers and shear steel fiber.

研究表明:钢纤维混凝土劈裂抗拉强度随着钢纤维掺量、长径比、长度和混凝土强度等级的增长而增加,切断型钢纤维的增强效果要优于铣削型和钢带剪切型。

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20、

Without the modification of fiber surface, when the jute fiber content is between 10Wt% and 30Wt%, the tensile strength of jute fiber reinforced polypropylene composite samples show little change with increasing fiber content.

对于未经表面处理的黄麻纤维,当纤维含量在10Wt%和30Wt%之间时,黄麻纤维增强聚丙烯试样拉伸强度随着纤维含量增加没有明显变化;

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