张路青, 杨志法, 刘大安, 尚彦军. 2007: 可用于边坡工程和地下工程排水的一种新技术. 工程地质学报, 15(3): 395-398.
    引用本文: 张路青, 杨志法, 刘大安, 尚彦军. 2007: 可用于边坡工程和地下工程排水的一种新技术. 工程地质学报, 15(3): 395-398.
    ZHANG Luqing, YANG Zhifa, LIU Da′an, SHANG Yanjun. 2007: A NEW DRAINAGE TECHNIQUE OF LONG-TERM EFFICIENCY FOR SLOPE AND UNDERGROUND ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 15(3): 395-398.
    Citation: ZHANG Luqing, YANG Zhifa, LIU Da′an, SHANG Yanjun. 2007: A NEW DRAINAGE TECHNIQUE OF LONG-TERM EFFICIENCY FOR SLOPE AND UNDERGROUND ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 15(3): 395-398.

    可用于边坡工程和地下工程排水的一种新技术

    A NEW DRAINAGE TECHNIQUE OF LONG-TERM EFFICIENCY FOR SLOPE AND UNDERGROUND ENGINEERING

    • 摘要: 岩土工程中广泛采用的普通排水孔技术常常会出现泥砂堵孔现象,相应的排水孔随之也失去应有的排水功能。为此,作者提出了一种具有长期排水效果的新技术,即纤维束导渗排水孔技术。通过对比试验可以发现:即使发生泥砂堵孔的现象,利用该项新技术也可以实现长期有效排水的目的。与普通排水孔相比,新型排水孔的造价也不高,可望在岩土工程领域得到广泛应用。

       

      Abstract: Conventional drainage hole technique used in geotechnical engineering is often encountered with mud or sand-induced drainage jamming.After jammed with mud or sand,the drainage hole will not have its normal function of long-term and effective drainage.For this reason,the authors present a new drainage technique of long-term drainage efficiency,i.e.fiber bundle seepage-guiding drainage hole technique.Seen from laboratory tests of comparisons,the purpose of long-term and effective drainage can be realized by using the new technique,even for an occurrence of mud or sand-induced drainage jamming.Compared with conventional drainage hole,the new-type drainage hole has the almost same cost,having a broad application foreground in geotechnical engineering.

       

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