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蒸发条件下夹砂层土壤盐离子的迁移特性 被引量:3
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作者 史文娟 汪志荣 +1 位作者 沈冰 王文焰 《西北农林科技大学学报(自然科学版)》 CSCD 北大核心 2007年第1期133-137,共5页
针对新疆地区大面积盐碱地垦区土壤剖面多呈层状且砂质夹层较多的特点,通过室内土柱模拟试验,研究了蒸发条件下不同层位夹砂层土壤剖面盐离子的动态变化情况。结果表明,砂质夹层对离子运动有较大影响。与均质土相比,层位较低的砂层可以... 针对新疆地区大面积盐碱地垦区土壤剖面多呈层状且砂质夹层较多的特点,通过室内土柱模拟试验,研究了蒸发条件下不同层位夹砂层土壤剖面盐离子的动态变化情况。结果表明,砂质夹层对离子运动有较大影响。与均质土相比,层位较低的砂层可以促进盐离子向土表迁移;层位较高的砂层能有效延缓盐离子向土表迁移的速度,并可降低土表盐离子的含量,使得更多的盐离子滞留于砂层以下土壤及土、砂界面处,尤其N a+更是如此;砂层层位越高,其对离子向上迁移的抑制作用越强。最后用回归分析法求得了砂层对C l-和N a+起抑制作用的相对临界层位。 展开更多
关键词 新疆 盐碱地垦区 夹砂层土壤 盐离子迁移动态 相对临界层位
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成层地基中压入法沉桩引起的桩周土体变形分析 被引量:3
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作者 储召军 陆新 丁振洲 《后勤工程学院学报》 2012年第1期16-21,共6页
通过在桩-土界面设置接触面,选用合理的单元类型,建立了较为符合压入桩压桩实际的三维有限元模型。利用得到的有限元模型,采用单元生死技术对压入桩压桩过程进行了数值模拟,讨论了成层地基压桩过程中桩周土体的竖向应力及应变随压桩深... 通过在桩-土界面设置接触面,选用合理的单元类型,建立了较为符合压入桩压桩实际的三维有限元模型。利用得到的有限元模型,采用单元生死技术对压入桩压桩过程进行了数值模拟,讨论了成层地基压桩过程中桩周土体的竖向应力及应变随压桩深度的动态变化。选用桩型为钢管桩,分析结果表明:随着压桩深度的增加,桩内桩周土体的竖向应力(或应变)一直表现为压应力(或压应变),且逐渐增大;桩外桩周土体的竖向应力(或应变)逐渐由压应力(或压应变)变为拉应力(或拉应变)。随着压桩深度的增加,桩内桩周土体前3层竖向应力(或应变)的变化幅度基本一致,第4层的变化幅度增大;桩外桩周土体每2层土之间的差异都较大。 展开更多
关键词 成层地基 桩周土体 接触面 三维有限元模型 压入工法 单元生死技术
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Characteristics of Water Infiltration in Layered Water-Repellent Soils 被引量:2
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作者 LI Yi REN Xin +2 位作者 Robert HILL Robert MALONE ZHAO Ying 《Pedosphere》 SCIE CAS CSCD 2018年第5期775-792,共18页
Water-repellent(WR) soil greatly influences infiltration behavior. This research determined the impacts of WR levels of silt loam soil layer during infiltration. Three column scenarios were utilized, including homogen... Water-repellent(WR) soil greatly influences infiltration behavior. This research determined the impacts of WR levels of silt loam soil layer during infiltration. Three column scenarios were utilized, including homogeneous wettable silt loam or sand, silt loam over sand(silt loam/sand), and sand over silt loam(sand/silt loam). A 5-cm thick silt loam soil layer was placed either at the soil surface or 5 cm below the soil surface. The silt loam soil used had been treated to produce different WR levels, wettable, slightly WR, strongly WR, and severely WR. As the WR level increased from wettable to severely WR, the cumulative infiltration decreased. Traditional wetting front-related equations did not adequately describe the infiltration rate and time relationships for layered WR soils. The Kostiakov equation provided a good fit for the first infiltration stage. Average infiltration rates for wettable, slightly WR, strongly WR, and severely WR during the 2 nd infiltration stage were 0.126, 0.021, 0.002, and 0.001 mm min^(-1) for the silt loam/sand scenario,respectively, and 0.112, 0.003, 0.002, and 0.000 5 mm min^(-1) for the sand/silt loam scenario, respectively. Pseudo-saturation phenomena occurred when visually examining the wetting fronts and from the apparent changes in water content(?θ_(AP)) at the slightly WR,strongly WR, and severely WR levels for the silt loam/sand scenario. Much larger ?θAPvalues indicated the possible existence of finger flow. Delayed water penetration into the surface soil for the strongly WR level in the silt loam/sand scenario suggested negative water heads with infiltration times longer than 10 min. The silt loam/sand soil layers produced sharp transition zones of water content. The WR level of the silt loam soil layer had greater effects on infiltration than the layer position in the column. 展开更多
关键词 土壤层 防水 特征 土壤表面 时间关系 渗入率 淤泥 生产
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