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强震区山谷灰场排渗设计 被引量:1

The Drain-off Percolation Design of Ash Pond in Valley of Constent Earthquack
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摘要 从沉积粉煤灰颗粒分布、渗流特点和石庄头灰场三维渗流有限元计算,揭示初期透水坝排渗设施所降低的浸润线,只能使粉煤灰坝处于静力稳定或较低地震区的抗震稳定;初期透水坝排渗设施加沿山沟贴坡反滤层设施,能较大幅度降低浸润线,使粉煤灰坝处于强震稳定状态。 The drain off percolation installation of ash pond in valley of constent earthquack a is of all makes. From the point riew of gram distribution over an area of the deposit ash,the percolation water characteristic and the three—D percolation water calculatirn of the ash pond in Shizhuangtou,it reveales that the drop soakig line of the drain-off percolation installations in the primary dam can only keep the ash dam firm at a static state or anti-seismic firm in a week earthquack area. But the drain-off percolation installation in the primary dam reinforced by the drain-off percolalion installation of the hem on the channel can low down the soaking line significently and keep firm on strong earthquack area.
出处 《山西电力技术》 1998年第5期46-51,共6页
关键词 山谷灰场 排渗 抗震 稳定性 水坝 Ash farm in Valley Drain-off Percolation Anti-seismic Firmness
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参考文献5

  • 1张亿则,王济盛,韩叔禾.石庄头灰坝稳定分析[J].山西电力技术,1997,17(5):52-56. 被引量:1
  • 2张亿则,李荣玲,林玉萍.石庄头灰场水力设计[J].山西电力技术,1997,17(2):45-51. 被引量:2
  • 3陈愈炯,俞培基,李少芬.粉煤灰的基本性质[J]岩土工程学报,1988(05).
  • 4李美琦,王治平.粉煤灰的沉积规律及其对物理力学特性的影响[J]岩土工程学报,1988(05).
  • 5吴凤彩.受压无纺土工织物的孔眼及透水性和保砂性的计算[J]岩土工程学报,1988(02).

二级参考文献3

  • 1张亿则,李荣玲,林玉萍.石庄头灰场水力设计[J].山西电力技术,1997,17(2):45-51. 被引量:2
  • 2李美琦,王治平.粉煤灰的沉积规律及其对物理力学特性的影响[J]岩土工程学报,1988(05).
  • 3张亿则.十里沟粉煤灰坝技术总结[J]岩土工程学报,1988(05).

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