Optimum geosynthetic-reinforcement effect for unsaturated soil structures and evaluation of quality change with time
Project/Area Number |
15560425
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Research Category |
Grant-in-Aid for Scientific Research (C)
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Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
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Research Institution | Kobe University |
Principal Investigator |
IIZUKA Atsushi Kobe University, Associate Professor, 都市安全研究センター, 助教授 (40184361)
|
Co-Investigator(Kenkyū-buntansha) |
河井 克之 神戸大学, 工学部, 助手 (30304132)
|
Project Period (FY) |
2003 – 2004
|
Project Status |
Completed (Fiscal Year 2004)
|
Budget Amount *help |
¥3,700,000 (Direct Cost: ¥3,700,000)
Fiscal Year 2004: ¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 2003: ¥1,700,000 (Direct Cost: ¥1,700,000)
|
Keywords | shear deformation / dilatancy / unsaturated soils / maintenance / soil / water coupled problem / strength / F.E.simulation / 補強効果 / 水連成有限要素法 |
Research Abstract |
The modeling of the composite soil-geosynthetic structure is presented and the effect of the reinforcement arising from the confining of the deformation of the soil by geosynthetics is descussed. A series of compressive shear tests for compacted sandy soil specimens, wrapped in geosynthetics, is carried out for the purpose of quantitatively examining the effect of the geosynthetic reinforcement arising from the confining of the deformation of compacted soils during shearing. Furthermore, an elasto-plastic modeling for compacted soil and a rational determination procedure for input parameters, needed in the elasto-plastic modeling, are presented. Then, the subloading yielding surface is introduced to the elasto-plastic modeling in order to describe the irreversible deformation characteristics of compacted soil during shearing. Since compacted soil is essentially unsaturated and its mechanical behavior is influenced by the suction working in the compacted soil media, the suction effect is taken into account in estimating of the degree of compaction. Finally, an elasto-plastic finite element simulation is conducted and the geosynthetic-reinforcement effect is presented.
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Report
(3 results)
Research Products
(38 results)
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[Journal Article] Elasto-plastic constitutive equation to describe re-liquefaction phenomenon, in the book of Dislocations, Plasticity, Damage and Metal Forming : Material Response and Multiscale Modeling2005
Author(s)
Ohno, S., Iizuka, A., Kawai, K., Ohta, H.
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Journal Title
Proc.of PLASTICITY'05 : the 11^<th> International Symposium on Plasticity and its Current Applications(edited by A.S.Khan, A.R.Khoei)
Pages: 286-288
Description
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[Journal Article] The non-coaxiality induced by stress rate on the instantaneous shear modulus of clays, in the book of Dislocations, Plasticity, Damage and Metal Forming : Material Response and Multiscale Modeling, Key-note-lecture2005
Author(s)
Iizuka, A., Tachibana, S., Kawai, K., Ohta, H.
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Journal Title
Proc.of PLASTICITY'05 : the 11^<th> International Symposium on Plasticity and its Current Applications(edited by A.S.Khan, A.R.Khoei)
Pages: 265-267
Description
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[Journal Article] The role of numerical simulation for geosynthetic reinforced soil structures - from laboratory tests to full scale structures -, GeoAsia20042004
Author(s)
Iizuka, A., Hirata, M., Ohta, H., Kawai, K., Yokota, Y.
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Journal Title
Invited Lecture at ISSMGE TC9 Sponsored Session, Proceedings of the 3rd Asian regional Conference on Geosynthetics, Seoul, Korea
Pages: 153-172
Description
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[Journal Article] Modeling of the confining effect due to the geosynthetics wrapping of compacted soil specimen considering suction effect, GeoAsia20042004
Author(s)
Kim, E.R., Kim, Y.S., Iizuka, A, Kawai, K.
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Journal Title
Proceedings of the 3^<rd> Asian regional Conference on Geosynthetics, Seoul, Korea, June
Pages: 707-714
Description
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[Journal Article] Deformation analysis of soft subsoil on sloping bedrock loaded by highway embankment with stabilization methods2003
Author(s)
Iizuka, A., Yamamoto, N., Sueoka, M., Satou, N., Kawaida, M., Ohta, H.
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Journal Title
Soils and Foundations, JGS Vol.43, No.5
Pages: 81-92
NAID
Description
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[Journal Article] A study of the relation between volume change characteristics of compacted soil and the condition of compaction2003
Author(s)
Honda, M., Seguchi, H., Kim, E., Kawai, K., Iizuka, A., Karube, D.
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Journal Title
Proc.of 2^<nd> Asian Conference on Unsaturated Soils
Pages: 177-180
Description
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[Journal Article] Influence of water level change on the behavior of unsaturated zone2003
Author(s)
Kawai, K., Iizuka, A., Umehara, H., Wang, W., Kato, S.
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Journal Title
Proc.of 13^<th> European Conference on Soil Mechanics and Geotechnical Engineering, Prague Vol.1
Pages: 735-738
Description
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[Journal Article] Undrained strength measured in lab/in-situ tests and strength mobilized at failure in the field2003
Author(s)
Ohta, H., Nishihara, A., Iizuka, A.
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Journal Title
Proc.of JSPS Core University Program on Environmental Engineering Symposium, 8-9 August 2003, The Peninsula Manila, Makati City, Metro Manila, Philippines
Pages: 391-408
Description
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[Journal Article] Soil/water coupled response to repeated loading2003
Author(s)
Ohno, S., Iizuka, A., Ohta, H.
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Journal Title
Proc.of JSPS Core University Program on Environmental Engineering Symposium, 8-9 August 2003, The Peninsula Manila, Makati City, Metro Manila, Philippines
Pages: 381-390
Description
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[Journal Article] 15 years continuous settlement of a highway embankment on very soft clay, Keynote Lecture2003
Author(s)
Ohta, H, Iizuka, A., Inagaki, M., Nozu, M., Takeyama, T.
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Journal Title
Proc.of International Workshop on Geotechnics of Soft Soils, Theory and Practice, Noordwijkerhout
Pages: 49-62
Description
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[Journal Article] Constitutive parameters of compacted sandy soils2003
Author(s)
Iizuka, A., Hirata, M., Ohta, H.
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Journal Title
Proc.of 13^<th> Regional Conference for Africa, The Involvement of Geotechnical Engineering in Infrastructure development in Africa(Editors : Sahli, M., Bahi, L., Khalid, R)
Pages: 713-719
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