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The quality of soil storage of water structure which features

机译:土壤贮水水质结构特点

摘要

PROBLEM TO BE SOLVED: To secure stability without lengthening a bank body and furthermore, facilitate maintenance.;SOLUTION: In a first process, an upper part of a constructed ready-made bank body 2 is excavated up to a predetermined level L1, or a construction-expected bank body 2 is put in a state of interrupting construction in the height of the predetermined level L1 by leaving an upper part on the basis of a design plan. Next, in a second process, a geogrid 5 having a predetermined tensile strength characteristic is laid on an excavation surface (an upper surface) 8 of the bank body 2 of lacking this upper part. Next, in a third process, banking S1 and S2 is formed on the geogrid 5 laid on the excavation surface 8 of the bank body 2. Next, in a fourth processing, an impervious material 6 having impervious performance is laid on a banked surface of the bank body 2, and this impervious material 6 is connected to the geogrid 5. After laying the geogrid 5 on an upstream side slope 2A of the bank body 2, a water impermeable protective material 7 is laid in a part of a design flood water level or less on this geogrid 5.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:在不增加堤岸主体的情况下确保稳定性的同时,也便于维护。解决方案:在第一步中,将预制好的堤岸主体2的上部挖至预定高度L1或根据设计计划,通过将上部留在上部,从而将预期施工的堤坝体2置于预定高度L1的高度而中断施工的状态。接着,在第二工序中,将具有规定的抗拉强度特性的土工格栅5铺设在缺乏该上部的堤防体2的挖掘面(上表面)8上。接下来,在第三工序中,在铺设在堤主体2的挖掘面8上的土工格栅5上形成堤S1和S2。接下来,在第四工序中,将具有不透水性能的不透水材料6铺设在堤5的堤上。在堤岸主体2上,该不透水材料6与土工格栅5连接。将土工格栅5放置在堤岸主体2的上游侧斜坡2A上之后,将不透水的保护材料7铺设在设计洪水的一部分中或低于此土工格栅5 .;版权所有:(C)2007,JPO&INPIT

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