土壤共存条件下H-H节理spsp抗渗性能试验研究

S. Inazumi, M. Kimura, Takuzo Kuzu, T. Wakatsuki
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引用次数: 1

摘要

研究了沿海垃圾填埋场防渗墙体上具有H-H节点的钢板桩在土壤共存条件下的抗渗性能。为了提高SPSP的性能,拓宽SPSP的应用领域,作者开发了一系列技术,如开发h -节理SPSP和针对SPSP节理截面的H-H节理。通过试验研究,对几种土壤共存条件下具有H-H节理的H-H节理spsp的等效水力导率进行了评价,实验表明具有H-H节理的H-H节理spsp具有1 × 10-8cm/s量级的等效水力导率。这是由于H-H缝内的溶胀性防水材料覆盖了共存的土颗粒。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study on impermeable properties of H-jointed SPSPs with H-H joints under soil coexistence
This paper shows impermeable properties of H-jointed steel pipe sheet piles (SPSPs) with H-H joints under soil coexistence on impermeable walls used in coastal landfills. The authors have developed a number of technologies such as developing the H-jointed SPSPs and H-H joints for SPSP joint sections aimed at improving performance and widening application areas of SPSPs. Equivalent hydraulic conductivity of the H-jointed SPSPs with H-H joints under several soil coexistences was evaluated by experimental studies and it was clarified experimentally that H-jointed SPSPs with H-H joints can demonstrate the equivalent hydraulic conductivity of the 1 × 10-8cm/s order. This is because the coexistence soil particles are covered by the swelling of swellable waterproof materials inside the H-H joints.
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