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Improvement of Geotechnical Characteristics of Clay Soils Using Lime
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| Zeitschriftentitel: | Advanced Materials Research |
|---|---|
| Personen und Körperschaften: | , , |
| In: | Advanced Materials Research, 1105, 2015, S. 315-319 |
| Format: | E-Article |
| Sprache: | Unbestimmt |
| veröffentlicht: |
Trans Tech Publications, Ltd.
|
| Schlagwörter: |
| author_facet |
Louafi, Bahia Hadef, Billal Bahar, Ramdane Louafi, Bahia Hadef, Billal Bahar, Ramdane |
|---|---|
| author |
Louafi, Bahia Hadef, Billal Bahar, Ramdane |
| spellingShingle |
Louafi, Bahia Hadef, Billal Bahar, Ramdane Advanced Materials Research Improvement of Geotechnical Characteristics of Clay Soils Using Lime General Engineering |
| author_sort |
louafi, bahia |
| spelling |
Louafi, Bahia Hadef, Billal Bahar, Ramdane 1662-8985 Trans Tech Publications, Ltd. General Engineering http://dx.doi.org/10.4028/www.scientific.net/amr.1105.315 <jats:p>This study presents the results of an experimental work carried out to investigate the effects of treatment of fine bentonite clay using various contents of lime. Tests conducted verified substantial changes and significant improvement in physical and mechanical characteristics of the clay. Techniques including ultrasonic tests and unconfined compression were utilized for a series of lime content (0%,2%, 4% and 6%) for variable curing times. The studied clay soils revealed that lime treated clays get changed and improved with regard to particular geotechnical characteristics due to cation exchanges, particle rearrangements and pozzolanic reactions. The analysis of ultrasonic tests and compressive strength showed a process of gradual increase in strength and compactness of the reaction products over time. For an optimum dose and extended curing time, the stabilized soil acts as a rock.</jats:p> Improvement of Geotechnical Characteristics of Clay Soils Using Lime Advanced Materials Research |
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Trans Tech Publications, Ltd., 2015 |
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Trans Tech Publications, Ltd., 2015 |
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2015 |
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Trans Tech Publications, Ltd. |
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Advanced Materials Research |
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49 |
| title |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_unstemmed |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_full |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_fullStr |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_full_unstemmed |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_short |
Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_sort |
improvement of geotechnical characteristics of clay soils using lime |
| topic |
General Engineering |
| url |
http://dx.doi.org/10.4028/www.scientific.net/amr.1105.315 |
| publishDate |
2015 |
| physical |
315-319 |
| description |
<jats:p>This study presents the results of an experimental work carried out to investigate the effects of treatment of fine bentonite clay using various contents of lime. Tests conducted verified substantial changes and significant improvement in physical and mechanical characteristics of the clay. Techniques including ultrasonic tests and unconfined compression were utilized for a series of lime content (0%,2%, 4% and 6%) for variable curing times. The studied clay soils revealed that lime treated clays get changed and improved with regard to particular geotechnical characteristics due to cation exchanges, particle rearrangements and pozzolanic reactions. The analysis of ultrasonic tests and compressive strength showed a process of gradual increase in strength and compactness of the reaction products over time. For an optimum dose and extended curing time, the stabilized soil acts as a rock.</jats:p> |
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| author | Louafi, Bahia, Hadef, Billal, Bahar, Ramdane |
| author_facet | Louafi, Bahia, Hadef, Billal, Bahar, Ramdane, Louafi, Bahia, Hadef, Billal, Bahar, Ramdane |
| author_sort | louafi, bahia |
| container_start_page | 315 |
| container_title | Advanced Materials Research |
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| description | <jats:p>This study presents the results of an experimental work carried out to investigate the effects of treatment of fine bentonite clay using various contents of lime. Tests conducted verified substantial changes and significant improvement in physical and mechanical characteristics of the clay. Techniques including ultrasonic tests and unconfined compression were utilized for a series of lime content (0%,2%, 4% and 6%) for variable curing times. The studied clay soils revealed that lime treated clays get changed and improved with regard to particular geotechnical characteristics due to cation exchanges, particle rearrangements and pozzolanic reactions. The analysis of ultrasonic tests and compressive strength showed a process of gradual increase in strength and compactness of the reaction products over time. For an optimum dose and extended curing time, the stabilized soil acts as a rock.</jats:p> |
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| imprint_str_mv | Trans Tech Publications, Ltd., 2015 |
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| physical | 315-319 |
| publishDate | 2015 |
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| publisher | Trans Tech Publications, Ltd. |
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| recordtype | ai |
| series | Advanced Materials Research |
| source_id | 49 |
| spelling | Louafi, Bahia Hadef, Billal Bahar, Ramdane 1662-8985 Trans Tech Publications, Ltd. General Engineering http://dx.doi.org/10.4028/www.scientific.net/amr.1105.315 <jats:p>This study presents the results of an experimental work carried out to investigate the effects of treatment of fine bentonite clay using various contents of lime. Tests conducted verified substantial changes and significant improvement in physical and mechanical characteristics of the clay. Techniques including ultrasonic tests and unconfined compression were utilized for a series of lime content (0%,2%, 4% and 6%) for variable curing times. The studied clay soils revealed that lime treated clays get changed and improved with regard to particular geotechnical characteristics due to cation exchanges, particle rearrangements and pozzolanic reactions. The analysis of ultrasonic tests and compressive strength showed a process of gradual increase in strength and compactness of the reaction products over time. For an optimum dose and extended curing time, the stabilized soil acts as a rock.</jats:p> Improvement of Geotechnical Characteristics of Clay Soils Using Lime Advanced Materials Research |
| spellingShingle | Louafi, Bahia, Hadef, Billal, Bahar, Ramdane, Advanced Materials Research, Improvement of Geotechnical Characteristics of Clay Soils Using Lime, General Engineering |
| title | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_full | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_fullStr | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_full_unstemmed | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_short | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| title_sort | improvement of geotechnical characteristics of clay soils using lime |
| title_unstemmed | Improvement of Geotechnical Characteristics of Clay Soils Using Lime |
| topic | General Engineering |
| url | http://dx.doi.org/10.4028/www.scientific.net/amr.1105.315 |