Abstract
Geosynthetics is the general term of composite materials in the civil engineering. As a new type of civil engineering materials, synthetic polymers such as plastics, chemical fibers, and synthetic rubbers are used as raw materials to manufacture various types of geosynthetics. It is placed in the soil, on the surface or among various soils to strengthen or protect the soil. Geotextiles are laid directly on the surface of the subgrade or the roadway. The protrusions which may damage the fabric in the roadway or the roadbed must be removed. The geotextiles can be then unfolded and laid on the roadbed or the roadway without any fold as possible. At present, these materials have been widely used in the water conservancy, the hydropower, the road, the construction, the harbor, the mining, the military, and other projects. The engineering characteristic, the interface friction characteristic and functions, and the main applications in engineering are introduced in this chapter.
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References
GB/T50290-2014 (2014) Handbook of Technical Specifications for Application of Geosynthetics in Highway. China Planning Press, Beijing
Geosynthetics Engineering Application Manual Editorial Committee (2000) Geosynthetics Engineering Application Manual. China Architecture & Building Press, Beijing
JTG/TD32-2012 (2012) Technical Specifications for Application of Geosynthetics in Highway. China Communications Press, Beijing
JTG/T-2006 (2006) Test Methods Geosynthetics for Highway Engineering. China Communications Press, Beijing
Zhou ZG, Zheng JL, Zhang QS (2001) Design Principle and Engineering Application of Highway Geosynthetics. China Communications Press, Beijing
McGown A, Andraws, KZ, and Kabir, MH (1982) Load-extensive Testing of Geotextiles Confined In-soil. In: 2nd International Conference on Geotextiles, Las Vegas, 1982
Holtz RD, Tobin W, and Burke WW (1982) Creep Characteristics and Stress-strain Behavior of A Geotextile-reinforced Sand. In: 2nd International Conference on Geotextiles, Las Vegas, 1982
Siel BD, Tzong WH, and Chou NN (1987) In-soil Stress-strain Behavior of Geotextile. Geosynthetics Conference, New Orleans, 1987
Leshchinsky D, Field DA (1987) In-soil Load Elongation, Tensile Strength and Interface Friction of Non-woven Geotextiles. In: Geosynthetics Conference, New Orleans, 1987
Juran I, Knochenmus G, Acar YB et al (1988) Pull-out Response of Geotextiles and Geogrids (Synthesis of Available Experimental Data), Proc of Symp on Geotextiles for Soil Improvement, ASCE, 18:92–111
Christopher BR, Holtz RD, and Bell WD (1986) New Tests for Determining the In-soil Stress-strain Properties of Geotextiles. In: 3nd International Conference on Geotextiles, Vienna, 1986
Broms BB (1977) Triaxial Tests with Fabric-reiforced Soil. In: International Conference on the Use of Fabrics in Geotechnics, Paris, 1977
Zhou ZG, Li WS, Song QD (1999) The Effect of Size on Tests by Large Direct Shear Apparatus. Journal of Changsha Institute of Communications 15(1):47–49
Ling HI, Wu JH, and Tatsuoka F (1991) Effectiveness of In-membrane Test in Simulating Strength and Deformation Characteristics of A Nonwoven Geotextile under Operational Conditions. In: Proceedings of Geosynthetics Conference, Atlanta, 1991
Wu JT (1991) Measuring Inherent Load-extension Properties of Geotextiles for Design of Reinforced Structures. Geotechnical Testing Journal 14(2):157–165
Anderson LR, Nielsen MR (1984) Pull-out Resistance of Wire Mats Embedded in Soil. Report for the Kilfiker Company, Eureka, CA, 1984
Jewell RA (1980) Some Effects of Reinforcement on the Mechanical Behavior of Soil. Dissertation, Cambridge University. Cambridge
Zhou ZG, Zheng JL, Song WT (2000) Analysis of Mechanism of Flexible Abutment Reinforced by Geogrids. China Journal of Highway and Transport 13(1):18–21
Yang HP, Zheng JL, Song WT (1999) Discussion on Reinforcement of Expansive Soil Embankment Slope with Geogrid. Highway (3):43–46
Zhou ZG, Zhang QS (1997) Analysis on the Bearing Capacity of Geogrid Reinforced Stone-column. Chinese Journal of Geotechnical Engineering 19(1):58–62
Zhou ZG, Zhang QS, Zheng JL (1998) Analysis of Mechanism Improved Ground with Stone Columes Reinforced Geogrids. Chinese Journal of Geotechnical Engineering 31(1):20–25
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© 2019 Hunan University Press and Springer Nature Singapore Pte Ltd.
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Yao, J., Zhou, Z., Zhou, H. (2019). Geosynthetics. In: Highway Engineering Composite Material and Its Application. Springer, Singapore. https://doi.org/10.1007/978-981-13-6068-8_2
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DOI: https://doi.org/10.1007/978-981-13-6068-8_2
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