Determination of Moisture Content by Oven Drying Method

Determination of Moisture Content by Oven Drying Method
  • Author: Farhan Khan
  • Posted On: July 6, 2020
  • Updated On: July 6, 2020

Standard Followed

ASTM D 2216-98 or AASHTO T 265-93

Objective

This test is performed on soil samples and entails the following objectives:

  • To determine the water content using the oven-dry method of soils.
  • This test aims to introduce basic concepts, procedures, and specifications that are used to find the moisture content of different samples of soil.

Relative Theory

The moisture content is one of the most common properties in characterizing the engineering behavior in soils. It is defined as the mass ratio of pore water to solids and generally expressed as a percentage that shows the amount of moisture content present in that soil sample.

The moisture content has a very strong influence on the mechanical behavior of the soil. The Oven dry method is widely used for the determination of water content. The loss of weight that happens due to drying results in the measurement of the moisture content of the sample.

The temperature at which the sample is oven-dried ranges from 110oC +- 5oC. The oven-dried mass is usually recorded after 12 to 24 hours.

Determination of Moisture Content by Oven Drying Method

Fig 1: Temperature of the oven

Why do we perform this experiment?

The water content of materials contains extraneous materials that may require special treatment for the removal of these substances. The oven-dry method helps to decompose some organic materials at a standard temperature of 110oC.

Water Content

It is defined as the ratio of the weight of water to the weight of solids present in the soil sample. It can be represented as w.

Water Content formula

Where,

Ww = Weight of water content present in the sample

Ws = Weight of solid particles present in the sample

According to the standards, the minimum amount of soil sample can be taken for the test performance through this table.

According to the standards, the minimum amount of soil sample can be taken for the test performance through this table.

Sample Requirements

The mass of soil for the test performance is taken according to the grading of the soil.

Fine-grained soils Not less than 30g
Medium-grained soils Not less than 300g
Coarse-grained soils Not less than 3 kg

Apparatus

1)Drying Oven

It should be thermostatically controlled and can operate at the temperature of 110oC +- 5oC (230 +- 9oF).

2)Weighing Balance

Weighing Balance It should have sufficient capacity and be readable to 0.1% of the sample mass and also fulfill the requirements of a test sample.

3)Containers

They should be corrosion resistant with a close-fitted lid so that it could prevent loss of moisture before the initial weighing. One container is enough for each sample.

4)Desiccator

5)Tongs

Desiccator

Procedure

The procedure to determine the water content of the soil sample consists of the following steps.

  • Clean and dry a container and also weigh it with its lid as W1.
  • Place the moist soil sample in the container and again weigh it using balance as W2.
  • After that, the sample is placed in a thermostatically drying oven that is maintained at a temperature of 110oC +- 5oC.
  • A period of 16 to 24 hours is sufficient but it also varies with the type of soil. It can also get affected if the oven contains a large number of wet samples.
  • After a sufficient period, remove the sample from the oven and place it in the desiccator for cooling the sample.
  • After the cooling of the sample, again weigh the sample with the container and take it as W3.

Notes

  • Although, drying of a sample overnight is sufficient but if there is any doubt so the drying of the sample should be continued until the mass after two successive periods of drying does not indicate any change in the mass.
  • Soils that contain gypsum or other minerals which have a loose bond with water, moisture content for these types of soils can be obtained by drying them at the temperature of 600C.
  • These dried samples of soil after determining the moisture content should not be used for any other tests.

Observations & Calculations

These are the observations that contain the initial and the final mass of test samples.

No. of Samples Weight of empty container (W1)

grams

Weight of container + wet soil(W2)

grams

Weight of container + dry soil(W2)

grams

Sample 1
Sample 2
Sample 3

Calculations

Moisture content = (weight of moisture / weight of dry soil) * 100%

Weight of moisture = (Weight of container + wet soil) – (Weight of container + dry soil)

= W2 – W3

Weight of dry soil = (Weight of container + dry soil)) – (Weight of empty container)

= W3 – W1

So, moisture content can be determined as:

Moisture content = [(W2 – W3) / (W3 – W1)] * 100

No. of Samples Weight of empty container (W1)

grams

Weight of container + wet soil(W2)

grams

Weight of container + dry soil(W2)

grams

Moisture content

[(W2 – W3) / (W3 – W1)] * 100

Sample 1
Sample 2
Sample 3

After calculating the moisture content of each sample, we also have to find the average value to get the accurate value of moisture content.

Results and Discussions

  • It is one of the widely used methods for determining the moisture content.
  • The weight loss due to vaporization of water is taken as the weight of moisture.
  • This method is not suitable for thermally unstable compounds.
  • This method is very simple and easy to understand.
  • It also works at low cost.
  • The accuracy of results can be affected by temperature, relative humidity, amount of sample, particle size, and variation of temperature in the oven.
  • Water content of the sample should be nearest to 1% or 0.1%.

Precautionary Measures

  • During the performance, heat resistant gloves should be used to prevent personal injury.
  • Suitable tongs should be used to avoid any damage to the sample.
  • Heat insulated pad should always be used.
  • Place and remove the sample in the oven with great care.
  • Note down each reading precisely.
  • The Sample should be dried in stainless steel containers.
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Author: Farhan Khan

Farhan is a highly experienced civil engineer from the Southern side of Texas and has been associated with ConstructionHow since 2020. Over almost a decade, his wide span of expertise enabled him to bring forth his fair share of stories and experiences related to the most iconic engineering examples worldwide. He has also contributed to online and offline publications on requests. Engineering is his passion, which is why he chose to become part of our honorable team of industry experts looking to provide authentic and credible guidelines to the reader.

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