TY - JOUR
T1 - Multifaceted potentials of tire-derived three dimensional geosynthetics in geotechnical applications and their evaluation
AU - Hazarika, Hemanta
AU - Yasuhara, Kazuya
AU - Kikuchi, Yoshiaki
AU - Karmokar, Ashoke K.
AU - Mitarai, Yoshio
N1 - Funding Information:
The studies described in this paper have been supported by two major financial grants. One came from the Japan Society of Promotion of Science (JSPS) and Ministry of Education, Culture, Sports, Science, and Technology (MEXT), Japan under the Grant-in-Aid for scientific research (Grant No. 18206052; Principal investigator: Hemanta Hazarika). The other was from the Ministry of Land, Infrastructure and Transport under the Grant-in-aid for Research and Development of Construction Technology (Principal Investigator: Kazuya Yasuhara). The authors gratefully acknowledge this financial support. The authors also are indebted to Dr. Takao Kishida of Toa Corporation, Tokyo, Japan, and Mr. Hideo Takeichi and Mr. Kinya Suzuki of Bridgestone Corporation, Tokyo, Japan for their continuous support in carrying out these research projects successfully. Great appreciation also goes to Mr. Hiroyuki Yamazaki, Head of the Soil Dynamics Division of Port and Airport Research Institute, Yokosuka, Japan for providing the materials and instruments used for the shaking table testing. Special thanks go to Messrs Nagashima and Nagano of the Soil Dynamics Laboratory, PARI and Mr. Watanabe, graduate student of Kumamoto University for their technical support during the shaking table testing and data analysis.
PY - 2010/6
Y1 - 2010/6
N2 - Scrapped tire-derived materials, such as tire chips and tire shreds, can be categorized as three dimensional geosynthetics. This paper introduces recent Japanese experience in geotechnical related applications of geosynthetics that focus mainly on tire chips and tire shreds. Three specific applications of tire chips and tire shreds are introduced here. They are: (1) tire shreds to improve drainage; (2) sand-mixed tire chips to mitigate earthquake damage; and (3) tire chips mixed with cement-treated clay to improve toughness and ductility. The developed techniques related to these applications, verification through model testing, as well as element testing and the field applications are presented. It was observed that tire shreds can maintain high permeability even under a high compressive load. When tire chips and/or sand-mixed tire chips are used as a compressible cushion, not only the dynamic load against a structure but also the dynamically induced permanent structural displacement could also be significantly reduced. On the other hand, mixing tire chips with cement-treated clay gives toughness to the geomaterial, and thus provides resistance against the development of cracks during deformation. In addition, an X-ray CT investigation of deformation behavior of such materials demonstrated the success of using cement-treated clay with tire chips as a sealing material to protect leakage of contaminated materials at a waste disposal site in Tokyo bay area.
AB - Scrapped tire-derived materials, such as tire chips and tire shreds, can be categorized as three dimensional geosynthetics. This paper introduces recent Japanese experience in geotechnical related applications of geosynthetics that focus mainly on tire chips and tire shreds. Three specific applications of tire chips and tire shreds are introduced here. They are: (1) tire shreds to improve drainage; (2) sand-mixed tire chips to mitigate earthquake damage; and (3) tire chips mixed with cement-treated clay to improve toughness and ductility. The developed techniques related to these applications, verification through model testing, as well as element testing and the field applications are presented. It was observed that tire shreds can maintain high permeability even under a high compressive load. When tire chips and/or sand-mixed tire chips are used as a compressible cushion, not only the dynamic load against a structure but also the dynamically induced permanent structural displacement could also be significantly reduced. On the other hand, mixing tire chips with cement-treated clay gives toughness to the geomaterial, and thus provides resistance against the development of cracks during deformation. In addition, an X-ray CT investigation of deformation behavior of such materials demonstrated the success of using cement-treated clay with tire chips as a sealing material to protect leakage of contaminated materials at a waste disposal site in Tokyo bay area.
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U2 - 10.1016/j.geotexmem.2009.10.011
DO - 10.1016/j.geotexmem.2009.10.011
M3 - Article
AN - SCOPUS:77952238857
SN - 0266-1144
VL - 28
SP - 303
EP - 315
JO - Geotextiles and Geomembranes
JF - Geotextiles and Geomembranes
IS - 3
ER -