1、

cause of seepage failure of culvert gate through levee in littoral area and measures to its control

滨海地区穿堤涵闸渗透破坏的原因及防治措施

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2、

simulation of rock slope seepage failure by numerical manifold method

岩石边坡渗流破坏的数值流形方法模拟

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3、

Mechanism of seepage failure in levee foundation and the protecting methods

堤防地基渗透破坏机制及其治理

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4、

A new apparatus was developed for effectively measuring the permeability coefficient and critical hydraulic gradient under seepage failure of the coarse-grained soil in laboratory tests.

针对目前还没有合适的室内试验仪器测试巨粒混合土的渗透系数和巨粒混合土发生渗透破坏时的临界水力梯度的现状,研制了粗颗粒土渗透系数及土体渗透变形测试仪。

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5、

The risks of seepage failure, slope slide instability, sandy soil seismic liquefaction and comprehensive failure in Banqiao River levee were analyzed;

以南京市板桥河左岸堤防加固工程为例,应用风险分析理论和方法对该段堤防渗透破坏风险、岸坡滑动失稳风险、场地砂土地震液化风险以及堤防失事综合风险进行了分析研究;

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6、

It has get a huge loses to national economy because of seepage failure.

堤坝渗漏破坏给国民经济带来了巨大的损失.

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7、

Disagreement on Analysis Results about Cause of Seepage Failure of Mud Mountain and Portage Mountain Embankment Dams

尼山和波太基山两座高土石坝渗透破坏原因分析结果的异议

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8、

At the same time, secondary tension crack zones easily cause seepage deformation and failure.

而次生张裂带最容易产生渗透变形和渗透破坏。

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9、

The heterogeneity has significant effect on the failure process and seepage characteristics of rock.

摘要岩石的非均匀性对于其破裂及渗流过程具有显著的影响.

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10、

The saturated-unsaturated seepage field of slop is calculated. Meanwhile, the stability of slop is analyzed and the result is very important for predicting the sliding failure of slop under the conditions of rainfall.

对降雨条件下边坡的饱和-非饱和渗流场进行计算,并分析在饱和-非饱和渗流作用下稳定性对降雨条件下边坡稳定性预测具有十分重要的指导意义。

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11、

The results re-show the propagation path of the existing crack under the action of seepage and the movement process of the block cut by the crack under self-gravity, which is in agreement with the actual slope failure mode.

模拟结果再现了原始裂隙在渗流作用下的扩展路径及所形成的切割块体在自重作用下的运动过程,与边坡的实际破坏模式基本一致。

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12、

Study on Seepage Influence due to Water Stop System Failure of Concrete Face Rockfill Dam

混凝土面板堆石坝止水系统失效渗流影响研究

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13、

seepage in fissure is one of the most important factors in the failure of rock slope.

裂隙中的渗流是岩石边坡失稳的重要因素之一。

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14、

Failure of double layer dyke foundation by seepage first begins from tenacious clay covering.

双层堤基的渗透破坏首先是从黏性土盖层开始的.

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15、

The seepage and erosion are primary dynamic influence factors on bank failure; and the soil composition, soil distribution and slope angle of bank are primary internal influence factors on bank failure.

指出了坡内的渗流作用与坡前水流的冲刷作用是岸坡发生崩塌的主要动力因素,而岸坡土体的物质组成和分布、岸坡坡度等则是岸坡发生崩塌的主要内在因素;

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