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Home > chinese-english > "渗透破坏" in English

English translation for "渗透破坏"

failure against seepage
seepage failure


Related Translations:
使渗透渗透:  osmose
渗透处理:  osmotic treatmentpermo-treatment
渗透学:  osmologyosmosology
渗透公式:  permeability formula
渗透的:  impregnatedosmolarosmoticpenetrantpenetratingpenetrativepercolatingpermeablepervasiveporoussaturated
渗透商数:  permeability quotient
渗透液体:  penetrating fluid
渗透井:  infiltration wells
渗透塑料:  permeable plastics
气体渗透:  gas permeation
Example Sentences:
1.The ground water related breakdown of the deep foundation trench has been studied in detail
文中对“与地下水渗透破坏有关的深基坑变形破坏机制和主要岩土工程问题”作了专门论述。
2.Firstly , a study is made on the main diseases usualy happened and disposing plan of the dams composed with earth and stone . the principle of anti - seepage of the dams is to block up upside and drain underside
本文首先探讨了土石坝常见病害原因及处理措施,通过分析认为,对于土石坝的渗透破坏,防渗处理的原则是“上堵下排” 。
3.Which avoid the damage to the seepage of interlayer and inner layer of foundation , which is surpass the suggested standard , therefore the meet the seepage stability of overburden foundation can meet the requirement
使得基础地层内及其层间部分超出地质建议指标的渗透坡降不致对砂层造成破坏性的渗透破坏,覆盖层地基的渗透稳定得以满足要求。
4.For impervious layer , the anti - inrushing stability of the pit is analyzed from the plastic damage of soil , but for semipervious layer , the anti - inrushing stability of the pit is analyzed from the seepage damage of soil
坑底为不透水层土时,应从土体发生突涌塑性破坏的角度进行分析;坑底为弱透水层土时,应从土体发生突涌渗透破坏的角度进行分析。
5.Thus , the piping - induced failure of two - layer foundation was verified as that : mass flow firstly appears in the upper weakly permeable layer , and then underground erosion and scouring gradually occur from downstream to upstream between the serviously and weakly permeable layers
从而验证了二元结构堤基的渗透破坏模式为:首先在上层弱透水层中发生流土,然后在强、弱透水层之间发生自下游向上游的逐步潜蚀冲刷。
6.The basic uneven settlement problem were controlled well , also the anti - liquefied problem of sand layer nearly was solved in this plan . when increasing the basic gravity after the project completion , the proportional lowering of seepage damage of sand in overburden foundation are greatly improved
基础不均匀沉降问题也能得到较好控制,防砂层液化问题也基本解决,在工程完建后增加基础压重的情况下,覆盖层基础中砂层的渗透破坏坡降也大大提高。
7.Through the analysis of the status of huangbizhuang reservoir and other problems , such as its destruction caused by water seeping , and with the reference to the internal successful application , the project adopted the measure of constructing concrete cut - off wall on body and foundation of the auxiliary dam between stake no . 0 + 840 and stake no . 5 + 740
通过分析黄壁庄水库现状及存在的渗透破坏等问题,类比国内成功的工程实例,本工程副坝在桩号0 + 840至5 + 700采用在坝体和坝基建混凝土防渗墙处理措施。
8.Analyses of the monitored seepage data of the sand case dam with clay core of jilihe reservoir show that the impervious effect of the clay core is good , that the blanket in the front of the dam has little impervious effect , and that seepage failure will probably take place because of the weak cutoff groove and the large seepage gradient
摘要对吉利河水库粘土心?砂壳坝的渗流观测资料分析表明,该坝粘土心?的防渗效果较好,但坝前铺盖没起到防渗作用,且截渗槽较薄弱,渗透比降较大,可能发生渗透破坏
9.In this paper , regarding the analysis of stability factors of majiatian tailings fill dam , namely regional geologic structure , rock - soil body of dam foundation , poor geology phenomenon , leach consolidation and chemical consolidation of tailings , seepage water of dam body and king - size flood water of majiatian tailings reservoir , a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam bodys tailings sand soil , of the dam body failure resulted from abutment landslide and of the flood water overflowing crest , as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
通过对马家田尾矿库区域地质构造、库区不良地质观察、尾矿淋滤固结和化学固结、坝体渗透水和库区特大洪水等因素对马家田尾矿堆积坝体稳定性影响的分析,初步论证了坝体尾矿砂土的地震液化、渗透破坏、坝肩滑坡使坝体失稳和洪水漫顶的可能性,以及尾矿淋滤固结和化学固结作用有助于坝体的稳定性。
10.In this paper , regarding the analysis of stability factors of majiatian tailings fill dam , namely regional geologic structure , rock - soil body of dam foundation , poor geology phenomenon , leach consolidation and chemical consolidation of tailings , seepage water of dam body and king - size flood water of majiatian tailings reservoir , a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam body ' s tailings sand soil , of the dam body failure resulted from abutment landslide and of the flood water overflowing crest , as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed
通过对马家田尾矿库区域地质构造、库区不良地质观察、尾矿淋滤固结和化学固结、坝体渗透水和库区特大洪水等因素对马家田尾矿堆积坝体稳定性影响的分析,初步论证了坝体尾矿砂土的地震液化、渗透破坏、坝肩滑坡使坝体失稳和洪水漫顶的可能性,以及尾矿淋滤固结和化学固结作用有助于坝体的稳定性。
Similar Words:
"渗透浓度" English translation, "渗透膨胀" English translation, "渗透片麻岩" English translation, "渗透平衡" English translation, "渗透坡降" English translation, "渗透器" English translation, "渗透前端" English translation, "渗透前锋" English translation, "渗透前进" English translation, "渗透潜能;渗透势" English translation