ISSN 1000-3665 CN 11-2202/P
    YUEJian, . Experimental study on pile-raft structure reinforcing deep silt foundation of transition section between bridge abutment and embankment[J]. Hydrogeology & Engineering Geology, 2011, 38(1): 69-75.
    Citation: YUEJian, . Experimental study on pile-raft structure reinforcing deep silt foundation of transition section between bridge abutment and embankment[J]. Hydrogeology & Engineering Geology, 2011, 38(1): 69-75.

    Experimental study on pile-raft structure reinforcing deep silt foundation of transition section between bridge abutment and embankment

    • The pile raft structure of prestressed pipe-pile and reinforced concrete slab was applied in reinforcing the deep silt foundation of the high-speed railway transition section between bridge abutment and embankment.The field tests were performed,including lateral displacement and pore water pressure of the abutment foundation,settlement of the pile-raft structure and bending moment and lateral displacement of the abutment pile.Based on the measured data,the effects of driving pipe-piles on the ab...
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