| 1. | Instability analysis and control of a silty clay slope
湘江阶地粉质粘土边坡失稳分析与治理 |
| 2. | Pile loading capacity of silt clay
粉质粘土中的桩承载性能分析 |
| 3. | Research on soil - water character of unsaturated pulverescent clay by experiment
非饱和粉质粘土土水特性的试验研究 |
| 4. | Combining the data of the rheological test of silt - like soils in yingkou district , this article inquired the law of moder parameters and rheological properties
摘要根据辽宁营口地区淤泥技粉质粘土的流变试验，对流变模型参数及流变特性的变化规律进行探讨。 |
| 5. | Based on the creep experimental curve , the creep deformation law of silty soft clay of the first marine layer and its constitutive relationship among stress - strain - time is studied in this paper
本文在蠕变试验曲线的基础上，研究了天津市第一海相层淤泥质粉质粘土的蠕变变形规律，得出应力、应变、时间三者之间的本构关系。 |
| 6. | According to the analyses of the visco - elastic and visco - plastic rheological properties of grey silt - like soft soils in yingkou district , the author interpreted that tyey show different rheological proprties as time and stress level changed
基于营口地区淤泥技粉质粘土的粘弹性及粘塑性流变特性，指出二者随时间和应力水平的变化表现出不同的流变特性。 |
| 7. | Through lab tests on melted and common dark green silty soil of the passway in shanghai fuxing east road tunnel by using the typical triaxial test machine - ckc , their dynamic stress and stress - strain relations with different frequencies were studied
摘要以上海复兴东路越江隧道江底旁通道冻结施工中的原状和冻融作用后的暗绿色粉质粘土为研究对象，运用ckc循环三轴仪，采用不同的频率来摸拟行车荷载进行室内动三轴试验。 |
| 8. | According to mass of the testing data of clay silt and silty clay in beijing and based on mathematical statistic theory , this paper analyzes statistically the physical mechanics indexes , discusses the distribution features of clay indexes and their differentiation
摘要根据北京地区大量的粉质粘土、粘质粉土土工实验资料，基于数理统计理论，对其物理力学指标进行了统计分析，探讨了各土性指标的规律分布特征，分析指标的变异性。 |
| 9. | However , for the same river , the obvious regularity exists in critical starting condition and the physical and mechanical indexes : the critical starting condition of the muddy cohesive soil increases with the decrease of the shear strength and decreases with the increase of the moisture content ; the critical starting condition of silty clay is the minimum , and the relation of the clay , the shear strength and the moisture content is nonlinear ; and the critical starting condition of the cohesive soil increases with the increase of the shear strength and the moisture content
而对同一条河流而言，起动临界条件与物理力学指标之间则存在明显的规律性：即对淤泥质粘土，起动临界条件随抗剪强度的减小而增大，随含水量的增大而减小；粉质粘土的起动临界条件最小，与抗剪强度、含水量呈非线性关系；粘土起动临界条件则随抗剪强度、含水量的增大而增大。 |
| 10. | And it should be ascribed to silt according to the view of its mineral composition , particles distribution , physical and mechanical indices . not only is the content of cla > relatively high , but also the exchange capacity of ion , chiefly high - electronvalent calcareous ion , is great . due to aggregations filled with pore among inter - particles , the soil has the engineering properties of silty clay
从其矿物成分、颗分试验及物理力学指标来看，它应归属于粉土，但由于土中的粘粒含量较高，且粒间充填集聚体，土的离子交换容量较大，交换阳离子以高价钙离子为主，故其仍表现出粉质粘土的工程特性。 |
