土木工程专业英语文章

土木工程专业英语文章
土木工程专业英语文章

Text A Field Measurement of Density and Moisture Content

Control of field compaction requires frequent determination of the density and moisture content

of the compacted soil, and also measurements of the moisture content of the excavated soil to assess

its suitability as filling material. There is a number of standard methods of measuring field dry density, the two most commonly used being the sand-replacement method and the core-cutter method

. Both these methods are outlined briefly below; in each case the bulk density of the soil is determined by finding the weight of material occupying a known volume and, by measuring the moisture content of a representative sample, the dry density can then be calculated.

Sa nd-r epla cement Method

A hole approximately 4 in. diameter ( 8 in. diameter for coarse-grained soils) is excavated to

the depth of the layer to be tested and the material removed is weighed. The volume of the hole is then determined by running in dry, closely-graded sand of known bulk density from a suitable container, the volume of sand used being found by weighing the sand-filled container before and after the test. The test may be performed on all types of soils, but is liable to give too high a value for the bulk density of wet granular materials as a result of the surrounding soil flowing into the sample hole during excavation.

Cor e-cutter method

This method is useful for soft, cohesive soils which are free from stones. A 4 -in. internal diameter cutter of known weight and volume is driven into the soil and then dug out. The soil sample

is trimmed flush with the ends of the cutter and weighed to determined the bulk density.

With any of the standard methods for dry density, it is necessary to make a number of

103measurements over a comparatively small area in order to obtain a representative average value,

since considerable variations occur as a result of testing errors. It has been suggested that between 5

and 10 measurements per 1, 000 cu yd of fill constitute a reasonable number as regards the amount of

testing time involved, but recent work indicates that about 40 dry density and moisture content measurements per 1, 000 cu yd of fill are necessary to obtain a mean value with an accuracy not poorer than ±2 for the percentage air voids at the 90% confidence limits

. Clearly this number of

tests would be impracticable using the standard methods of measurement, but efforts are at present being made to develop methods which can be carried out with greater rapidity.

One possible approach is based on the fact that the scattering and absorption of gamma radiation is a function of the bulk density of the material. Briefly, a radioactive source ( caesium 137 ) contained in the end of a stainless-steel probe is inserted in the soil to a depth of up to 6 in. and a Geiger-Muller tube which detects gamma radiation is placed on the surface about 8 in. from the probe to measure the rate of transmission of radiation through the material. Alternatively, in soils containing large stones which make it difficult to insert the probe without causing undue

disturbance,

both the source and detector may be placed on the surface separated by lead shielding and the backscatter method used, although this method suffers from the disadvantage that measurements are

largely confined to the upper 2 in. of soil.

Since this equipment records the bulk density, it is necessary to determine also the moisture content of the material before the dry density can be calculated. This may also be done with nuclear

techniques using a radium/ beryllium source of fast neutrons placed on the ground surface alongside a

boron trifluoride counter which records the number of slow neutrons scattered back after collisions

have occurred between the fast neutrons and nuclei of hydrogen present in the soil moisture. This measurement is also made on a unit volume basis and therefore the difference of the two readings give the dry density of the soil.

Wor ds and Expr essions

measurement n. 测量

density n. 密度

moisture content 含水量

compaction n. 压实, 夯实

access v. 估计, 评价

suitability n. 适用性

sand-replacement method 换砂法

core-cutter method 钻心法

bulk density 毛体积密度

sample n. 试样

run in 倒入, 注入

liable a . 易于……的, 有……倾向的

104

土木工程专业英语granular a . 粒状的, 粒料的

trim v. 修整, 创平

flush v. 使齐平; a . 齐平的

flush with 与……齐平

as regards 关于, 至于

confidence n. 信任, 信心

confidence limit 置信界限( 用于数理统计)

scatter v. 散射, 分散

absorption n. 吸收

gamma n. 伽玛( 希腊字母)

radiation n. 辐射, 放射

radioactive a . 放射性的

caesium n. 铯( 化学元素)

probe n. 探头

disturbance n. 扰动, 妨碍

shield vt. 用盾掩护; n. 防护

nuclear a . 核的, 原子核的

radium n. 镭( 化学元素)

beryllium n. 铍( 化学元素)

neutron n. 中子

boron n. 硼( 化学元素)

trifluoride n. 三氟化合物

collision n. 碰撞

nucleus n. [ 复] nuclei 核, 原子核

Notes

①There is a number of standards of methods of measuring field dry density, the two most commonly used being the sand-replacement method and the core-cutter method. 本句可译为: 野外

量测干密度的标准方法有多种, 其中最常用的两种是换砂法和钻芯法。在“There be”句型中,

在系词be 之后紧跟着像a number of, a lot of 这类词组来修饰作主语的复数名词, 但由于不定

冠词a 紧跟在系词之后, 此处习惯用is 而不用are.

②It has been suggested that between 5 and 10 measurements per 1 , 000 cu yd of fill constitute

a reasonable number as regards the amount of testing time involved, but recent work indicates that about 40 dry density and moisture content measurements per 1, 000 cu yd of fill are necessary to obtain a mean value with an accuracy not poorer than ±2 for the percentage air voids at the 90% confidence limits. 本句可译为: 据建议, 考虑到测试所需的时间, 每1, 000 立方码的填土测定

6 ~10次作为一个适宜的次数, 但近期研究表明, 对于在90% 置信界限时的空隙率来说, 为了

使干密度和含水量的测定获得精确度不低于±2 的平均值, 每1, 000 立方码的填土需作大约

105

UNIT 1840 次测定。between 5 and 10 是主语measurements 的定语, 这里是介词短语作定语用。

Text B Tests for Determining the Density of Soils

Tests for density may be divided into two classes: laboratory tests to set a standard for density, and field tests to measure the density of a soil in place in the roadway structure. Laboratory tests may

in turn be subdivided on the basis of compaction procedure, into“static”,“dynamic”or“impact”methods.

Sta tic Tests

Some agencies have used a static test to determine maximum density of laboratory samples. One such test is conducted as follows. About 4, 000 g of soil containing a designated percentage of water

are placed in a cylindrical mold 6 in. in diameter and 8 in. high. The sample is compressed under a load of 2, 000 lb /in. , applied at a speed of 0. 05 in. /min. When the full load is reached, it is held for a period of 1 min. and then gradually released. Using the known dry weight of soil, mold

diameter, and the measured height, the dry density of the sample is computed. Enough samples are processed to delineate the peak of the moisture—density curve. This peak value represents the standard.

Dynamic or Impact Tests

Most agencies determine optimum moisture content and maximum density with dynamic or impact tests. Samples of soil, each containing a designated percentage of water, are compacted in layers into molds of specified size. Compaction is obtained with a given number of blows from a freefalling hammer of prescribed dimension and weight that has a flat, circular face. The peak of the

moisture-density curve represents standard density.

Field Tests for Density of Soils in Pla ce

( 1 ) Field Density and Moisture Content by Sampling

The procedure for determining relative compaction by sampling is as follows:

1 ) Dig a small sample of the compacted material through the full depth of the layer to be tested.

2 ) Obtain the wet and dry weights of the sample. From these also determine the moisture content of the sample.

3 ) Determine the volume that the sample occupied in the fill by finding how many pounds of a material of known unit weight are required to fill this space. Sand or water poured or pumped into a

flexible rubber liner have served this purpose.

4 ) From the dry weight of the sample and the known volume that it occupies in the fill, obtain the dry weight per cubic foot.

5 ) Determine the relative compaction of the soil in the fill by dividing its dry weight per cubic 106

土木工程专业英语foot by the laboratory standard density.

( 2 ) Field Density and Moisture Content Measurement with Nuclear Devices

In recent years, the state transportation agencies and large local agencies have increasingly adopted nuclear devices for determining in-place densities and moisture contents.

The principle of measurement by nuclear means is relatively simple. A source of nuclear energy provides both gamma and high-velocity neutrons. The gamma rays are reflected to a degree dependent of the density of the material through which they travel. The high-velocity neutrons are slowed down by any hydrogen atoms they contact, hence more neutrons are slowed down if a given

soil has a higher moisture content. The intensity of the reflected gamma rays and slowed down neutrons are measured separately by Geiger-Muller counter tubes. Gauge readings are easily converted to density and percent moisture using calibration curves or microprocessors.

Nuclear devices overcome some of the disadvantages of the sampling method. Since determinations can be taken quickly and while construction equipment is operating, delays are minimized, and this can reduce construction costs. Also, more readings can be taken, which leads to greater confidence that prescribed densities have been obtained and also permits a statistical approach to compaction control.

Wor ds and Expr essions

field test 现场测试

dynamic a. 动力的

designate v. 标示, 指明cylindrical a. 圆柱体的

release v. 释放

delineate v. 描出……的外形, 描绘optimum a . 最佳的

prescribe v. 规定

gauge n. 表, 量器

convert v. 转换

calibration n. 校准; 标定statistical a. 统计的, 统计学的

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