EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE
Abstract: <br /> <br /> <br /> <br /> <br /> Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum thy density...
Saved in:
| Main Author: | |
|---|---|
| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/7303 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| id |
id-itb.:7303 |
|---|---|
| spelling |
id-itb.:73032017-09-27T15:23:33ZEXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE Mukiyono ( NIM :25093013), Aris Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/7303 Abstract: <br /> <br /> <br /> <br /> <br /> Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum thy density. <br /> <br /> <br /> <br /> <br /> In this research, the effect of plasticity index of soils is studied on the after compaction cohesive soil properties, more specifically, on the unconfined compressive strength, on the California bearing ratio, on the coefficient of permeability and on the Ducth cone penetration resistance of the compacted soils. <br /> <br /> <br /> <br /> <br /> It also gives some corralations between plasticity index with maximum dry density, optimum moisture content, and percent of clay. text |
| institution |
Institut Teknologi Bandung |
| building |
Institut Teknologi Bandung Library |
| continent |
Asia |
| country |
Indonesia Indonesia |
| content_provider |
Institut Teknologi Bandung |
| collection |
Digital ITB |
| language |
Indonesia |
| description |
Abstract: <br />
<br />
<br />
<br />
<br />
Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum thy density. <br />
<br />
<br />
<br />
<br />
In this research, the effect of plasticity index of soils is studied on the after compaction cohesive soil properties, more specifically, on the unconfined compressive strength, on the California bearing ratio, on the coefficient of permeability and on the Ducth cone penetration resistance of the compacted soils. <br />
<br />
<br />
<br />
<br />
It also gives some corralations between plasticity index with maximum dry density, optimum moisture content, and percent of clay. |
| format |
Theses |
| author |
Mukiyono ( NIM :25093013), Aris |
| spellingShingle |
Mukiyono ( NIM :25093013), Aris EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| author_facet |
Mukiyono ( NIM :25093013), Aris |
| author_sort |
Mukiyono ( NIM :25093013), Aris |
| title |
EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| title_short |
EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| title_full |
EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| title_fullStr |
EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| title_full_unstemmed |
EXPERIMENTAL STUDY OF THE INFLUENCE OF PLASTICITY INDEX IN COHESIVE SOILS, TO AFTER MODIFIED PROCTOR COMPACTION UNCONFINED COMPRESSIVE STRENGTH, CALIFORNIA BEARING RATIO, PERMEABILYTY COEFFICIENT AND DUTCH CONE PENETRATION RESISTANCE |
| title_sort |
experimental study of the influence of plasticity index in cohesive soils, to after modified proctor compaction unconfined compressive strength, california bearing ratio, permeabilyty coefficient and dutch cone penetration resistance |
| url |
https://digilib.itb.ac.id/gdl/view/7303 |
| _version_ |
1820664114655002624 |