1)Dike foundation堤基
1.Experimental studies on piping in single- and two-stratum dike foundations;单层和双层堤基管涌砂槽模型试验研究
2.The application of seepage prevention and reinforcement technique for dike foundation;堤基防渗加固技术的应用
3.From the tests, it can be concluded that suspended cutoffs can effectively increase the average critical horizontal seepage gradient of dike foundation and decrease the risk of piping.通过砂槽模型试验,研究了双层堤基设置悬挂式防渗墙情况下管涌发展并导致溃堤的过程和机理。
英文短句/例句
1.Analysis of monitoring results for seepage in foundation of?Anqing section of Changjiang dike安庆长江江堤堤基及堤后渗流监测成果分析
2.Study on Permeating Failure Model and Mechanism in Shijiao Segment of Beijiang River Levee;北江大堤石角段堤基渗透破坏模式及机制研究
3.Discussion on Parameters Value of Earthquate Liquefaction Embankment Foundation Soil堤防工程堤基砂土地震液化计算参数取值探讨
4.Destructive tests on piping failure of sandy gravel layer of river dikes江河大堤堤基砂砾石层管涌破坏危害性试验研究
5.Quality Control of Vertical Paving Geomembrane for Seepage Interception Construction of Embankment Foundation浅谈垂直铺塑在颍上船闸堤防堤基防渗施工中的质量控制
6.Statistical Inference of Probability Distribution for Critical Gradient of Silty Clay of Levee Foundation堤基粉质黏土临界比降概率分布推断
7.The standard embankment projects标准的堤围（路基）工程
8.They riprapped the breakwater with stone.他们以乱石基巩固防波堤。
9.All dams need sound foundations.所有的堤坝都需要坚固的基
10.Foundation treatment for flood protection works in bore stretch of Qiantang River钱塘江涌潮河段防洪堤工程地基处理
11.Study on Constructing Dam on Soft Foundation软土地基上堤坝沉降与稳定分析研究
12.Stability Analysis of Fill Embankments on Rock Slope;岩质斜坡地基上填方路堤稳定性研究
13.Analysis on Deformation of Embankment on Soft Ground Treated by the Dynamic Compaction Gravel Pier;强夯碎石墩处治软基路堤的变形分析
14.Study on Energy Method for Embankment Stability Analysis on Soft Ground;软基上路堤稳定性能量分析法的研究
15.The Researchs of Seepage-proofing Engineering for Foundation for Dams and Dikes in Shandong Province;山东省水利工程坝（堤）基截渗实践
16.Deformation Analysis of Embankment on Sloping Poor Ground;斜坡软弱土地基路堤的变形特性分析
17.A GIS Simulation Model of Burst-Dam Flood of Shantou Based on COM Technology;基于COM的汕头市溃堤洪灾GIS模拟模型
18.Research on Stress-strain and Stability for Sea Embankment on Soft Ground;软基上海堤的应力应变及稳定性研究
相关短句/例句
foundation[英][fa?n'de??n][美][faun'de??n]堤基
1.Analyses on seepage field in levee and its foundation under typical conditions;典型条件下堤身堤基渗流规律分析
2.This paper discusses the lithology formation of dike and foundation, basing on this, it analyzes the danger causation element of critical engineering,weakly section and puts forward the prevention and danger removement measure.在论述堤体、堤基岩性组成的基础上,对险工弱段成险因素进行了分析,提出预防和消险措施。
3.Aiming at the different seepage control measures applied in the levee engineering of Niutun River, the seepage status of levee foundation is analyzed by using the water level information of measuring holes obtained from the monitoring section of each levee.针对牛屯河堤防工程中所采用的不同渗控措施 ,利用各堤段监测断面的测孔水位资料对堤基渗流情况进行了分析 ,对塑性混凝土薄型防渗墙、深层搅拌桩防渗墙及减压沟的渗控效果作出了评价。
3)embankment foundation堤基
1.Laboratory simulation on generation and evolution of piping in embankment foundation;堤基管涌发生发展过程的试验模拟
2.Based on discussion on parameters value of liquefaction during earthquake of embankment foundation soil,the authors innovatively put forward that normal water level for design is used as underground water level at project normal state.通过堤防工程堤基砂土地震液化计算参数取值探讨,创新性地提出了选取正常高设计水位计算工程正常运用时地下水位埋深的观点,对堤防工程堤基砂土地震液化正确判定有重要意义。
4)dyke base堤基
1.The concept of dyke body and dyke base is mixed up due to the formulation of dyke body in Standards for Geological Exploration of Dyke Project and causes some confusion in the current geologic exploration of dyke project.《堤防工程地质勘察规程》对“堤身”的提法已混淆了“堤身”与“堤基”的概念 ,并在当前堤防工程地质勘察中造成了一定混乱。
5)Dyke foundation堤基
1.Through the analyses on dangerous phenomena,covering layers and natural seepage fields,a safety assessment on the dyke foundation is performed and the necessity of dyke reinforcement is demonstrated.介绍了安庆江堤丁马段的地质和工程条件 ,通过对险情、覆盖层条件和天然渗流场的分析对堤基进行了安全评价 ,说明了堤基加固处理的必要性 ;对几个典型年份的测压管观测资料进行了初步分析 ,结果表明郑家村、私姑沟、王家村等段的减压井都发挥着显著的作用 ,丁家村、汪家墩、谢圩拐的减压井已明显淤堵。
6)embankment[英][?m'b??km?nt][美][?m'b??km?nt]堤基
1.Based on the nonlinear finite element analysis,requirements of permeability of sand cushion and effects on deformation and stability of embankment are studied.数值分析结果表明,基于对固结、变形和稳定的综合考虑,在实际选择砂源时,作为水平排水体的砂垫层渗透系数最好大于5×10-3cm/s;土工加筋对堤基的沉降和孔压影响不大,对提高堤基的整体稳定性作用显著。
延伸阅读
堤堤1.鸟群飞貌。
