Shear Strength Improvement Of Peat Soil Due To Consolidation: Fibrous Peat

 
9783659266010: Shear Strength Improvement Of Peat Soil Due To Consolidation: Fibrous Peat

One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test

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Vivi Anggraini is a senior lecturer in Civil Engineering. She obtained her bachelor in Universitas Andalas, her master degree in Universiti Teknologi Malaysia and currently she is Ph.D candidate in Universiti Putra Malaysia. Her areas of specialization include site investigations : soil testing, soil stabilization,and soil structure interaction.

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Anggraini, Vivi / Gofar, Nurly
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Book Description Book Condition: New. Publisher/Verlag: LAP Lambert Academic Publishing | Fibrous Peat | One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test | Format: Paperback | Language/Sprache: english | 132 pp. Bookseller Inventory # K9783659266010

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Vivi Anggraini
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Book Description LAP Lambert Academic Publishing Okt 2012, 2012. Taschenbuch. Book Condition: Neu. Neuware - One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test 132 pp. Englisch. Bookseller Inventory # 9783659266010

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Vivi Anggraini
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Book Description LAP Lambert Academic Publishing Okt 2012, 2012. Taschenbuch. Book Condition: Neu. Neuware - One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test 132 pp. Englisch. Bookseller Inventory # 9783659266010

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Book Description LAP Lambert Academic Publishing Okt 2012, 2012. Taschenbuch. Book Condition: Neu. This item is printed on demand - Print on Demand Neuware - One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test 132 pp. Englisch. Bookseller Inventory # 9783659266010

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Vivi Anggraini, Nurly Gofar
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Book Description LAP Lambert Academic Publishing, 2012. Paperback. Book Condition: New. Language: English . Brand New Book. One major problem related to construction on peat deposite is the low shear strength of the soil. Some improvement methods have been developed to increase the bearing capacity of the peat deposit by utilizing consolidation pressure. The shear strength of the samples was obtained by triaxial compression test under unconsolidated undrained condition. The results proved that there is an increase in shear strength due to application of consolidation pressure. The initial shear strength predicted based on the equation developed for the results of Triaxial testing agreed with the in-situ strength obtained by field vane shear test. Bookseller Inventory # KNV9783659266010

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