The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash
The properties of soft clay can be seen from the compressive strength value through the unconfined compressive strength (UCS) test. Soft soil was less well used as the subgrade for construction. The aim is to determine the increase in the unconfined compressive strength and bearing capacity of the f...
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| Format: | Article |
| Language: | English |
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Universitas Diponegoro
2022-07-01
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| Series: | Media Komunikasi Teknik Sipil |
| Subjects: | |
| Online Access: | https://ejournal.undip.ac.id/index.php/mkts/article/view/41963 |
| _version_ | 1798029030754091008 |
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| author | Novdin Manoktong Sianturi Mohd Khairul Amri Kamarudin Dermina Roni Santika Damanik Virgo Erlando Purba Deardo Samuel Saragih |
| author_facet | Novdin Manoktong Sianturi Mohd Khairul Amri Kamarudin Dermina Roni Santika Damanik Virgo Erlando Purba Deardo Samuel Saragih |
| author_sort | Novdin Manoktong Sianturi |
| collection | DOAJ |
| description | The properties of soft clay can be seen from the compressive strength value through the unconfined compressive strength (UCS) test. Soft soil was less well used as the subgrade for construction. The aim is to determine the increase in the unconfined compressive strength and bearing capacity of the foundation due to the addition of lime and volcanic ash on soft soil. Soft soil has undrained shear strength < 25 kPa based on the unconfined compressive strength test. The unconfined compressive strength test has been conducted on the soil-lime mixture and soil-volcanic ash mixture of 3-12% respectively to the weight of dry soil. The highest unconfined compressive strength values were found in soils with 6% of lime and 9% of volcanic ash. The bearing capacity of the foundation on soil stabilized with 6% lime increased 13.7 times, while the bearing capacity of the foundation on the soil with the addition of 9% volcanic ash increased the ultimate bearing capacity of 8.7 times the bearing capacity of the foundation on soft soil. The bearing capacity of the foundation on lime stabilized soil is higher than the bearing capacity of the foundation on volcanic ash stabilized soil. |
| first_indexed | 2024-04-11T19:17:46Z |
| format | Article |
| id | doaj.art-5988fb927a734e4fac74bfb867986be5 |
| institution | Directory Open Access Journal |
| issn | 0854-1809 2549-6778 |
| language | English |
| last_indexed | 2024-04-11T19:17:46Z |
| publishDate | 2022-07-01 |
| publisher | Universitas Diponegoro |
| record_format | Article |
| series | Media Komunikasi Teknik Sipil |
| spelling | doaj.art-5988fb927a734e4fac74bfb867986be52022-12-22T04:07:23ZengUniversitas DiponegoroMedia Komunikasi Teknik Sipil0854-18092549-67782022-07-0128111812710.14710/mkts.v28i1.4196321043The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic AshNovdin Manoktong Sianturi0Mohd Khairul Amri Kamarudin1Dermina Roni Santika Damanik2Virgo Erlando Purba3Deardo Samuel Saragih4Fakultas Teknik, Universitas Simalungun, IndonesiaEast Cosy Environmental Research Institute - Universiti Sultan Zainal Abidin Malaysia, MalaysiaFakultas Teknik, Universitas Simalungun, IndonesiaFakultas Teknik, Universitas Simalungun, IndonesiaFakultas Teknik, Universitas Simalungun, IndonesiaThe properties of soft clay can be seen from the compressive strength value through the unconfined compressive strength (UCS) test. Soft soil was less well used as the subgrade for construction. The aim is to determine the increase in the unconfined compressive strength and bearing capacity of the foundation due to the addition of lime and volcanic ash on soft soil. Soft soil has undrained shear strength < 25 kPa based on the unconfined compressive strength test. The unconfined compressive strength test has been conducted on the soil-lime mixture and soil-volcanic ash mixture of 3-12% respectively to the weight of dry soil. The highest unconfined compressive strength values were found in soils with 6% of lime and 9% of volcanic ash. The bearing capacity of the foundation on soil stabilized with 6% lime increased 13.7 times, while the bearing capacity of the foundation on the soil with the addition of 9% volcanic ash increased the ultimate bearing capacity of 8.7 times the bearing capacity of the foundation on soft soil. The bearing capacity of the foundation on lime stabilized soil is higher than the bearing capacity of the foundation on volcanic ash stabilized soil.https://ejournal.undip.ac.id/index.php/mkts/article/view/41963lempung lunakkapurabu vulkanikkuat tekan bebasdaya dukung pondasi |
| spellingShingle | Novdin Manoktong Sianturi Mohd Khairul Amri Kamarudin Dermina Roni Santika Damanik Virgo Erlando Purba Deardo Samuel Saragih The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash Media Komunikasi Teknik Sipil lempung lunak kapur abu vulkanik kuat tekan bebas daya dukung pondasi |
| title | The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash |
| title_full | The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash |
| title_fullStr | The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash |
| title_full_unstemmed | The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash |
| title_short | The Mechanical Behavior of Soft Soil Stabilized with Lime and Volcanic Ash |
| title_sort | mechanical behavior of soft soil stabilized with lime and volcanic ash |
| topic | lempung lunak kapur abu vulkanik kuat tekan bebas daya dukung pondasi |
| url | https://ejournal.undip.ac.id/index.php/mkts/article/view/41963 |
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