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| ANALYSIS ON ECO-SLOPE-ENGINEERING IN EMBANKMENT ENGINEERING |
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Abstract General principles of eco-slope-engineering in embankment engineering are discussed. Geomechanical effects of eco-slope-engineering are analyzed especially. The roots are taken as friction piles according to the mechanical pattern of root piles，and the constitutive model for computation of the slopes strengthened by deep-thick roots is suggested based on the mechanical equilibrium conditions. Several new techniques in this field are introduced.
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Received: 10 June 2003
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LI Xuancong1, 2, WENG Xiaolin1, 2*, ZHAO Jianchong3, YUAN Weijun4, YU Bangyou1, 2, LI Nannan1, 2. Fractional non-orthogonal elastoplastic constitutive model for structured clay with interparticle bonding[J]. , 2026, 45(5): 1584-1598. |
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