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1)  geotechnical centrifuge model test
土工离心模型试验
1.
For investigation of the failure mechanism of the HDPE geomembrane on the slope of a newly constructed landfill, which is related to a series of small boreholes during the construction, tensile tests and geotechnical centrifuge model tests are carried out on the intact and damaged HDPE geomembranes as well as their simulants.
为分析某一现代卫生填埋场边坡上铺设的高密度聚乙烯膜(HDPE膜)因施工损伤而引发的断裂机制,开展了条带拉伸试验和土工离心模型试验
2.
Four cases of 50 g dynamic geotechnical centrifuge model test,dry sine input-wave model 1,saturation sine input-wave model 2,saturation model 3 of level 1 scenario input-wave.
基于动态土工离心模型试验来研究强震动条件下液化土同桩基础的相互作用问题。
3.
Based on the geotechnical centrifuge model test, the problem was investigated by the finite element program FLIP(Finite element analysis of Liquefaction Program)developed with effective stress method.
强震动条件下液化土同构筑物的相互作用问题具有非线性和复杂性等特点,基于动态土工离心模型试验应用有效应力动力有限元来研究,即应用非线性动力有限元FLIP解析土工离心模型试验结果,对比分析来再现建于液化土地基上的实际栈桥式基础在大地震下的破坏程度、状态和机制,取得了较好成果。
2)  centrifugal model test
土工离心模型试验
1.
In order to dispose the foundation of the high liquid limit soil,a centrifugal model test has been chosen,which uses the centrifugal power brought by centrifugal machine to improve the bulk power of the model and to form the man made gravity.
为了处治高液限土地基,对室内土工离心模型试验进行分析,利用离心机产生离心力场,提高模型土体的体积力,形成人工重力。
3)  centrifuge model test
土工离心模拟试验
1.
Geotechnical centrifuge model tests of the retaining wall with deep mixing piles;
深层搅拌桩挡土墙土工离心模拟试验研究
4)  geotechnical centrifuge model test
土工离心模型实验
5)  geo-technical centrifugal model experiment
土工离心试验
6)  centrifugal model test
离心模型试验
1.
Comparative research on reinforcement of thick soft clay ground based on centrifugal model tests;
基于离心模型试验的深厚层软基加固方案比较研究
2.
Centrifugal Model Test for the Settlement Deformation of Soil-rock Mixture Embankment;
西部某高速公路土石混合路堤离心模型试验研究
3.
The FEM analysis on centrifugal model test of inundation deformation of structural loess canal;
结构性黄土渠道浸水变形离心模型试验有限元分析
补充资料:土工试验


土工试验
soil test

tugorlg shlyon土工试验(5011 test)见土力学。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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