A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High-fill embankment slope protection technology
According to the high-fill embankment slope protection technology provided by the invention, the multiple soil internal stress adjusting pile structures are arranged in the fill, and meanwhile, the glass fiber ribs of the adjusting pile structures at the slope body penetrate through one another, so that the situation that the fill at the slope body slides mainly due to too large tension can be adapted; the soil internal stress adjusting pile structures can completely adapt to deformation of a slope body to a certain degree, internal stress of a fill at the slope body can be fully released, so that the slope is more stable during protection, meanwhile, glass fiber ribs of the soil internal stress adjusting pile structures at the slope and the body penetrate through one another, and through the arrangement, the soil internal stress adjusting pile structures are more stable. The filling main body can be used for bearing slippage of the side slopes, the soil internal stress adjusting pile structures at the positions of the side slopes can transversely move to a certain degree, internal stress borne by the filling in the side slopes is released, and meanwhile settlement at the positions of the side slopes can be transmitted to the inner side of the embankment main body. And the stress condition of the high-fill slope can be improved to a certain extent, so that the slope is more stable.
本发明提供的高填方路堤边坡防护技术，在填方内设置有若干土壤内应力调节桩结构，同时使得坡体处的调节桩结构的玻璃纤维筋之间相互穿插而过，可以适应坡主体处填方主要由于拉力太大而发生滑移的情况，其完全可以适应坡主体在一定程度上的变形，能够充分释放坡主体处填方的内应力，使得边坡防护时更加稳固，同时，边坡处与主体处的各土壤内应力调节桩结构的玻璃纤维筋之间相互穿插而过，如此设置，可以依靠填方主体来承接边坡的滑移，而各边坡处的各土壤内应力调节桩结构能够在一定程度上进行横向位移，释放边坡内填方所受的内应力，同时边坡处的沉降也可以传递到路堤主体内侧，也能够在一定程度上改善高填方边坡受力情况，使得边坡更加稳定。
High-fill embankment slope protection technology
According to the high-fill embankment slope protection technology provided by the invention, the multiple soil internal stress adjusting pile structures are arranged in the fill, and meanwhile, the glass fiber ribs of the adjusting pile structures at the slope body penetrate through one another, so that the situation that the fill at the slope body slides mainly due to too large tension can be adapted; the soil internal stress adjusting pile structures can completely adapt to deformation of a slope body to a certain degree, internal stress of a fill at the slope body can be fully released, so that the slope is more stable during protection, meanwhile, glass fiber ribs of the soil internal stress adjusting pile structures at the slope and the body penetrate through one another, and through the arrangement, the soil internal stress adjusting pile structures are more stable. The filling main body can be used for bearing slippage of the side slopes, the soil internal stress adjusting pile structures at the positions of the side slopes can transversely move to a certain degree, internal stress borne by the filling in the side slopes is released, and meanwhile settlement at the positions of the side slopes can be transmitted to the inner side of the embankment main body. And the stress condition of the high-fill slope can be improved to a certain extent, so that the slope is more stable.
本发明提供的高填方路堤边坡防护技术，在填方内设置有若干土壤内应力调节桩结构，同时使得坡体处的调节桩结构的玻璃纤维筋之间相互穿插而过，可以适应坡主体处填方主要由于拉力太大而发生滑移的情况，其完全可以适应坡主体在一定程度上的变形，能够充分释放坡主体处填方的内应力，使得边坡防护时更加稳固，同时，边坡处与主体处的各土壤内应力调节桩结构的玻璃纤维筋之间相互穿插而过，如此设置，可以依靠填方主体来承接边坡的滑移，而各边坡处的各土壤内应力调节桩结构能够在一定程度上进行横向位移，释放边坡内填方所受的内应力，同时边坡处的沉降也可以传递到路堤主体内侧，也能够在一定程度上改善高填方边坡受力情况，使得边坡更加稳定。
High-fill embankment slope protection technology
一种高填方路堤边坡防护技术
ZHOU YINGXIN (author) / TANG NENG (author) / QIAN ZHENGFU (author) / TANG ZHONGLIN (author) / WANG HONGJUN (author) / LI YUNFENG (author) / LIU ZHIYI (author) / FANG SHAOLIN (author) / LIANG XIAOBO (author) / WU SHANGFENG (author)
2022-12-27
Patent
Electronic Resource
Chinese