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1.
Study on Reliability-Based Procedure for Evaluating Liquefaction Potential;
基于可靠性理论的砂土液化判别方法研究
2.
Application of Flat Dilatometer Test in the Sand Liquefaction Estimation
扁铲侧胀试验在砂土液化判别中的应用研究
3.
Sandy Soil Liquefaction Assessment Method Based on Improved Linear Second Order Moment Method
基于改进一次二阶矩法的砂土液化判别方法
4.
A Discrimination method of Sandy Soil Liquefaction based on Reliability Assessment
一种基于可靠度分析的砂土液化判别方法
5.
Criterion and Treatment of Sand Liquefaction of Railway Subgrade
铁路路基砂土液化判别依据及处理方法
6.
A Study on Application of Artificial Neural Network in the Estimation of Sand Liquefaction and the Prediction of Earthquake-induced Ground Settlement;
人工神经网络在砂土液化判别及震陷预估中的应用
7.
Deterministic liquefaction of sand has difference in different code and analyse effects
不同规范对饱和砂土液化判别的差异及影响分析
8.
To Survey the Uncertainty Differentiation of SandySoil Earthquake Liquefaction;
砂土地震液化的不确定性判别法综述
9.
Extension clustering prediction method for evaluation of seismic liquefaction of saturated sandy soil
饱和砂土地震液化判别的可拓聚类预测方法
10.
Discriminant analysis model for prediction of sand soil liquefaction during earthquake
基于判别分析法的地震砂土液化预测研究
11.
On the judgement of liquefaction level of sandy silt and the problems in its processing
浅议粉(砂)土液化等级的判别和处理中的问题
12.
Study of liquefaction evaluation used in indoor test of silt,silty sand mixed clay
混黏土的粉土、粉砂室内试验液化判别标准的研究
13.
Cone Penetration Test N_(63.5) on Determining the Liquefaction of Saturated Sandy Soil
园锥动力触探试验N_(63.5)判别饱和砂土液化问题的研究
14.
Effect of Groundwater Level on Appraisal of Saturated Sand Vibration Liquefaction
地下水水位对饱和砂土震动液化判定的影响
15.
Discrimination and Finite Element Analysis of Dam Foundation Liquefaction under Earthquake Excitation;
地震作用下坝基土体液化的判别及有限元分析
16.
Application of Artificial Neural Network in Estimation of Foundation Soil Liquefaction;
人工神经网络在地基土液化判别中的作用
17.
Laboratory tests on flow characteristics of liquefied and post-liquefied sand
砂土液化及液化后流动特性试验研究
18.
Eliminating Liquefaction of Sandy Soil and Improving Bearing Capacity of Single Pile with Vibro-squeezing Sand Pile
振动挤密砂桩消除砂土液化和提高单桩承载力