Proctor compaction test
Laboratory test for determining the optimal water content at which a soil is the most compacted
The Proctor compaction test is a laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density. The test is named in honor of Ralph Roscoe Proctor, who in 1933 showed that the dry density of a soil for a given compactive effort depends on the amount of water the soil contains during soil compaction.
Nº Q2111713 ★★
Uncommon · History
Proctor compaction test
Laboratory test for determining the optimal water content at which a soil is the most compacted
The Proctor compaction test is a laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density. The test is named in honor of Ralph Roscoe Proctor, who in 1933 showed that the dry density of a soil for a given compactive effort depends on the amount of water the soil contains during soil compaction.
Last price
—
Floor price
—
7-day median
—
30-day sales
0
30-day range
—
In circulation
0
Price history
median
low – high
sales
No sales in this period
Show table
| Date | median | Low | High | sales |
|---|
Sales history
- Last sale
- —
- 30-day average
- —
- 30-day low
- —
- 30-day high
- —
- Sales 7d
- 0
- Sales 30d
- 0
No sales yet.
Anonymous sales: no buyer or seller shown. Figures count player-to-player sales only.
From Wikipedia
The Proctor compaction test is a laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density. The test is named in honor of Ralph Roscoe Proctor, who in 1933 showed that the dry density of a soil for a given compactive effort depends on the amount of water the soil contains during soil compaction. His original test is most commonly referred to as the standard Proctor compaction test; his test was later updated to create the modified Proctor compaction test. These laboratory tests generally consist of compacting soil at known moisture content into a cylindrical mold with a collar of standard dimensions of height and diameter using a compactive effort of controlled magnitude. The soil is usually compacted into the mold to a certain amount of equal layers, each receiving a number of blows from a standard weighted hammer at a specified height. This process is then repeated for various moisture contents and the dry densities are determined for each. The graphical relationship of the dry density to moisture content is then plotted to establish the compaction curve. The maximum dry density is finally obtained from the peak point of the compaction curve and its corresponding moisture content, also known as the optimal moisture content. The testing described is generally consistent with the American Society for Testing and Materials (ASTM) standards, and are similar to the American Association of State Highway and Transportation Officials (AASHTO) standards. Currently, the procedures and equipment details for the standard Proctor compaction test is designated by ASTM D698 and AASHTO T99. Also, the modified Proctor compaction test is designated by ASTM D1557 and AASHTO T180-D.
Text: Wikipédia, CC BY-SA 4.0. · Image: Zaher.Kadour (CC BY-SA 3.0) ·
Related cards
-
Cone penetration test
In situ testing method used to determine the geotechnical engineering properties of soils
Nº Q1261042 ★★★
Not listed
-
P
Process capability index
Statistical measure of process capability
Nº Q1192625 ★★★
Not listed
-
Plattendruckversuch
Nº Q1476918 ★★★
Not listed
-
Principal component analysis
Conversion of a set of observations of possibly correlated variables into a set of values of linearly uncorrelated variables called principal components
Nº Q2873 ★★★
Not listed
-
Hooke's law
Empirical physical law of mechanics that the force on a spring is proportional to its displacement
Nº Q170282 ★★★
Not listed
-
C
California bearing ratio
Penetration test for evaluation of the mechanical strength of road subgrades and basecourses
Nº Q1026797 ★
Not listed