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Coefficient of secondary consolidation of peatsand its application to ground improved by plastic-board drain method

机译：泥炭的二次固结系数及其应用于塑料板排水方法改进

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Nobutaka YAMAZOE; Hiroyuki TANAKA; Satoshi NISHIMURA; Hirochika HAYASHI;
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1. Determination of horizontal consolidation coefficient for peaty ground improved by plastic board drain [J] . 山添誠隆, 田中洋行, 林宏親, Japanese Geotechnical Journal . 2013,第4期

机译：塑料板排水管改善水泥地面水平固结系数的确定
2. Probabilistic design of ground improvement by vertical drains for soil of spatially variable coefficient of consolidation [J] . Wasiul Bari, Mohamed A. Shahin Geotextiles and Geomembranes . 2014,第1期

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3. Bearing capacity analyses of anisotropically and normally consolidated grounds by finite element method: bearing capacity of the ground under undrained and partially drained conditions [J] . HIGASHI Takahiro, TAKAYAMA Masateru 農業土木学会論文集 . 1998,第6期

机译：各向异性和正常固结地基的承载力有限元分析：不排水和部分排水条件下的地基承载力
4. Nonlinear Consolidation Nonlinear Consolidation Analysis of Dredged and Reclaimed Ground with The Lateral Drain Vacuum Consolidation Method [C] . Myung Chan Kang, Song Lee, Kyu Hwan Lee International Offshore and Polar Engineering Conference . 2003

机译：具有横向排水真空巩固法的疏浚和回收地面非线性整合非线性固结分析
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7. Determination of horizontal consolidation coefficient for peaty ground improved by plastic board drain [O] . Nobutaka YAMAZOE, Hiroyuki TANAKA, Hirochika HAYASHI, 2013

机译：塑料板排水管改善泥质地水平固结系数的测定
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Coefficient of secondary consolidation of peatsand its application to ground improved by plastic-board drain method

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