说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 可液化回填土
1.
Calculation of the seismic residual angular displacement of gravity quay wall in liquefiable backfill soil by using pseudo-dynamic method
可液化回填土中重力码头地震旋转残余角位移的拟动力法计算
2.
Can the earth be pushed back into the hole then?
现在可以把土填回坑里了吗?
3.
Effects on Stabilization of Body of Landfill, Co-disposal of Municipal Solid Waste and Sewage Sludge, Leachate Recirculation;
污泥和生活垃圾混合填埋及淋滤液回灌对填埋体稳定化影响
4.
STUDY ON THE APPLICABILITY OF CLAY AS BACKFILL MATERIAL IN HIGH LEVEL RADIOACTIVE WASTE DISPOSAL
粘土作为高放废物处置回填材料的可行性研究
5.
Numerical simulation of the seismic responses of an embankment constructed on a two-layer ground considering liquefaction
可液化双层地基上填筑坝地震响应的数值模拟
6.
Landfill Leachate Treatment by UASB·Dual A/O·Diatomite Process
UASB—两级A/O生化—硅藻土工艺处理生活垃圾填埋场垃圾渗滤液
7.
Settlement Analysis of Softground Embankment with Fly-ash Solidified Filler
轻质固化粉煤灰回填软土地基路堤工后沉降分析
8.
Numerical Simulation and Laboratory Research of Liquefiable Soils Deformations during the Earthquake;
可液化土的地震液化试验及数值模拟研究
9.
A Test Study on Seepage Properties of Earth-Rock Dam Core Clay;
土坝回填粘土渗透变形特性试验研究
10.
The Application of Cement Soil in Earth Dam Backfill Construction
水泥土在土坝套井回填施工中的应用
11.
Study on hydrochloric acid recovery from chloride solutions of rare earth by vacuum membrane distillation
减压膜蒸馏从稀土氯化物溶液中回收盐酸
12.
The Research on the Lateral Bearing Behavior of the Pile Foundation in Liquefiable Soil;
可液化土层中桩基横向承载特性研究
13.
Study of Seismic Active Earth Pressure Acted on Gravity Wall in Backfill Sand
回填砂土重力式挡土墙地震动土压力研究
14.
Three-Dimensional Numerical Analysis of Dynamic Compaction for Backfilled Soil;
强夯加固回填土地基的三维数值分析
15.
The Application of the Dynamic Compaction Method to the Rock-backfill and the Effect;
强夯法在块石回填土中的应用与效果
16.
Probe on the Quality Controlling of the Backfill in Construction Engineering;
关于回填土施工质量控制问题的探讨
17.
Detection and Test Study on Backfill Soil Basement with Dynamic Compaction Consolidation
强夯加固回填土地基检测与试验研究
18.
The Application of Theory of Unsaturated Soil in High Liquid Limit Clay Embankment;
非饱和土理论在高液限填土路基中的应用研究