| 1. | Fluidizability analysis of the saturated silt by way of dynamic triaxial test
动三轴试验分析饱和粉土的液化性 |
| 2. | The dynamic triaxial test discrimination and evaluation for liquefaction of saturated sand
饱和砂土液化的动三轴试验判断与评价 |
| 3. | Dynamic triaxial test
三轴试验 |
| 4. | Through laboratory tests on sandy pebble soil by using the dynamic triaxial test , researches of saturated sandy pebble soil have been done
摘要通过对砂卵石土室内动三轴试验，对饱和砂卵石土的动力特性进行了较为深入地研究。 |
| 5. | The lab tests contained soil dynamic triaxial test , x ray diffraction , scanning electronic microscope observation , grain size analysis and routine soil tests
室内测试分析主要有土样动三轴实验，矿物组成x衍射分析，土样微结构扫描电镜观测，土样粒度成分分析和常规土工实验分析。 |
| 6. | Field tests and laboratory tests are performed , and the difference of results is researched comparatively . cyclic simple shear test and dynamic triaxial test are performed too , and the difference between them is obtained
同时研究室内动三轴试验和循环单剪试验所确定的土动力参数,并比较了它们的差异,分析了试验结果差异的原因。 |
| 7. | By the static & dynamic triaxial tests on the soil derived from dam and dam base , the article makes research on the soil static & dynamic deformation properties and measured the parameters needed by stress deformation analysis
根据静、动三轴仪对坝体和坝基土料进行的静、动力三轴试验，研究了土料静、动应力变形特性，测定了对坝体进行静、动力应力变形分析所需的参数。 |
| 8. | Based on the distribution regularities of stratigraphic sandy soil in the tianjin yongdingxin river estuary area , the in - situ standard penetration test ( spt ) method and the indoor dynamic triaxial test method were used to make the sandy soil liquefaction discrimination
摘要根据天津永定新河口滩涂地层沙性土分布规律，采用现场标准贯入试验和室内动三轴试验两种方法进行了沙性土的液化判别。 |
| 9. | The direct shear tests indicate that the strength of the soils is affected obviously by the quantity of the water in the specimens . the dynamic triaxial tests show that the strength reduces and the pore water pressure increase with the rising of vibration times
在室内对土样进行了颗粒分析、渗透、直接剪切、振动三轴等试验；通过直剪试验成果，分析了斜坡土体的抗剪强度指标在不同含水量情况下的变化规律。 |
| 10. | Then the paper summarized the present study state on dynamic pore pressure model of soft subgrade and composite foundation , established empirical dynamic pore pressure model respectively , and the model parameters are obtained based on formers " indoor dynamic triaxial tests
概括了软土地基和软土复合地基动孔压模型的研究现状，分别建立了动孔压经验模型，并且基于前人的室内动三轴试验结果确定了模型计算参数。 |
