Mechanical analysis of fixed geosynthetic technique of GRPS embankment
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-013-1624-6.pdf
Reference15 articles.
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2. CHEN Y M, CAO W P, CHEN R P. An experimental investigation of soil arching within basal reinforced and unreinforced piled embankment [J]. Geotextiles and Geomembranes, 2008, 26(2): 164–174.
3. HAN J, GABR M A. A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(1): 44–53.
4. CHEN R P, XU Z Z, CHEN Y M, LING D S, ZHU B. Field tests on pile-supported embankment over soft ground [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(6): 777–785.
5. DED K. A mathematic model to study the soil arching effect in stone column-supported embankment resting on soft foundation soil [J]. Applied Mathematical Modelling, 2010, 34(12): 3871–3883.
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1. Integrated Analytical Model for Characterizing Stress Distribution of Geosynthetic-Reinforced and Pile-Supported Embankments;International Journal of Geomechanics;2022-12
2. CFG Pile Composite Foundation: Its Engineering Applications and Research Advances;Journal of Engineering;2020-10-29
3. Dynamics modeling and simulation of a saucer-shaped stratospheric aerostat with an under-slung nacelle;Journal of Central South University;2017-06
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