期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
缓坡率膨胀土加筋路堤局部稳定性分析 被引量:2
1
作者 韦秉旭 郑健龙 《桂林工学院学报》 北大核心 2009年第1期93-96,共4页
根据大气影响深度理论和调查结论,提出了加筋路堤的破坏模式,利用格栅变形和土体膨胀变形的相容关系,结合室内有荷试验结果,提出了允许变形的膨胀压力的计算方法,推导了膨胀土加筋路堤的局部稳定性计算公式并对南宁至友谊关公路的加筋... 根据大气影响深度理论和调查结论,提出了加筋路堤的破坏模式,利用格栅变形和土体膨胀变形的相容关系,结合室内有荷试验结果,提出了允许变形的膨胀压力的计算方法,推导了膨胀土加筋路堤的局部稳定性计算公式并对南宁至友谊关公路的加筋路堤稳定性进行了计算。膨胀压力不同于室内试验的膨胀力,是土体允许变形以后的压力,其值小于或等于室内试验得到的膨胀力;下滑力由裂缝中土体吸水后产生的膨胀压力提供,抗滑力由滑动面上土体与筋材的摩擦力和筋材的锚固力共同提供,适当提高填筑含水量可以降低下滑力;文中提出的局部稳定性计算公式可用以验证膨胀土路堤加筋设计的合理性。 展开更多
关键词 局部稳定性 缓坡率 加筋路堤 膨胀土
下载PDF
缓坡率膨胀土路堤加筋长度探讨 被引量:1
2
作者 韦秉旭 郑健龙 《桂林工学院学报》 北大核心 2008年第4期489-491,共3页
分析了基于传统土力学理论的极限平衡法在缓坡率膨胀土路堤加筋设计中存在的不足;根据大气活动带理论,对含水量在坡面水平方向的影响深度作了研究,提出了缓坡率膨胀土路堤加筋长度的计算公式;与路堤含水量现场监测结果进行了比较,验证... 分析了基于传统土力学理论的极限平衡法在缓坡率膨胀土路堤加筋设计中存在的不足;根据大气活动带理论,对含水量在坡面水平方向的影响深度作了研究,提出了缓坡率膨胀土路堤加筋长度的计算公式;与路堤含水量现场监测结果进行了比较,验证了文中提出的加筋长度确定方法的合理性。大气活动带范围内土体的吸水膨胀、失水收缩是缓坡率膨胀土边坡出现开裂松散,产生浅层牵引式滑坍的主要原因;可以利用筋材对其进行约束,来吸收收缩应力,协调膨胀变形;其加筋长度应当大于等于含水量在坡面的水平影响深度。 展开更多
关键词 道路工程 加筋长度 大气活动带理论 膨胀土 路堤 缓坡率
下载PDF
Efficiency of a Grass Buffer Strip for Limiting Diuron Losses from an Uphill Vineyard Towards Surface and Subsurface Waters 被引量:1
3
作者 J.-G. LACAS N. CARLUER M. VOLTZ 《Pedosphere》 SCIE CAS CSCD 2012年第4期580-592,共13页
Grass buffer strips limit the transfer of pesticides from cultivated fields to rivers. These solutions are generally efficient at reducing polluted surface flows, mainly by infiltration of the soil, raising the questi... Grass buffer strips limit the transfer of pesticides from cultivated fields to rivers. These solutions are generally efficient at reducing polluted surface flows, mainly by infiltration of the soil, raising the question of the fate of the infiltrated pollutants. An environmental evaluation was conducted on the efficiency of a grass strip receiving diuron-contaminated water from an uphill vineyard in France. During two runoff events, the following measurements were taken: surface inflow and outflow with Venturi flumes, vertical percolated flow below the root layer (0-50 cm), and variations in water and solute content of the root layer. One runoff event occurred under natural rainfall conditions, while the other runoff event was artificially provoked with water doped by diuron and bromide. For the natural runoff event, representative of medium intensity events, 94% of the diuron was retained in the root layer, whereas 2% left the grass strip by surface runoff and 4% left the grass strip in the water percolating under the root zone. For the artificial event, representative of intense runoff events, more than half of the incoming diuron was retained by the grass strip, whereas 24% and 18% of it were transferred by surface runoff and percolation, respectively. These results showed that the capacity of the root layer to retain diuron was highly significant despite a large percolation flux. However, for large runoff events, surface and subsurface losses can still be considerable, up to 40% of the pesticide load entering the strip. 展开更多
关键词 infiltration PERCOLATION PESTICIDE sorption surface runoff
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部