在对元谋盆地区域土壤—景观分析基础上，研究了干润变性土中铁质结核的特征和形成。
The features and formation of iron nodules were studied in Ustic Vertisols in Yuanmou Basin based on soil-landscape analysis.
本文在各种土壤调查报告和文献的基础上初步编绘了一份中国变性土及变性土性土壤分布图。这些土壤分布于十个不同的地区。
This paper deals with a preliminary map of Vertisols and Vertic soils in China, compiled on the basis of different soil survey reports and publications.
该站点提供大量热带土壤的剖面图，如：秘鲁的旱成土、肯尼亚的变性土、尼日利亚的淋溶土、泰国的软土、巴西的灰土、红土岩层等。
This site offers images from the tropics e. g. pictures of soil profiles: aridisol in Peru, vertisol in Kenya, alfisol in Nigeria, mollisol in Thailand, spodosol in Brazil, laterite outcrops etc.
应用基于内蕴时间理论的土流变性研究的有关结论对地基沉降问题进行了探讨。
Ground settlement is discussed based on relevant conclusion of rheologic property of soil with intrinsic time theory in this paper.
蒙脱土悬浮液体系的粘性变化、结构触变性以及流变模型的建立，为评价、预测和改变涂料工艺性能提供试验依据。
The change of viscosity, structural thixotropy and foundation of rheologic model provide experimental evidence for evaluating, prognosticating and altering the technical performance of coating.
该方法不仅能够考虑土的应力应变性质，而且能够在任意时刻确定最危险滑动面的位置及安全系数。
The method not only can consider behavior of stress strain of soil, but also can determine the most dangerous slip surface and its factor of safety at any time.
由于非饱和土的复杂性和多变性，其渗透特性明显不同于饱和土，并且试验难度较大。
For complexity and diversity of unsaturated soil behaviors, there lies a great difference in permeability characteristics between unsaturated soil and saturated soil.
结构性和流变性是天然软土具有的本质特性。
The structural and rheologic properties are differently intrinsic characteristics of soft soil.
软土具有含水量高、孔隙比大、渗透性小、压缩性高、抗剪强度低、触变性显著等不利的工程性质。
The soft soil has many unfavorable project properties such as high water content, high void ratio, low permeability, huge compression index, small anti-shearing intensity and thixotropic.
利用内蕴时间理论对土的流变性进行了理论研究。
Rheologic property of soil is theoretically studied based on intrinsic time theory in this paper.
而软土的流变性更危及工程建筑物的寿命。
Rheodynamical properties of soft soil will even endanger the life of an engineering building.
同时，研究了类软土的触变性，得出其触变试验曲线。
The thixotropy and dilatability of similar soft soil are studied and the thixotropy-testing curve is drawn.
由于软土具有较强的流变性，在分析开挖对邻近桩基的影响时应考虑时间效应。
Because of the rheological characteristics of soft clay, the time effect should be considered when the influence of excavation on adjacent pile foundations was analyzed.
由于软土具有较强的流变性，在分析开挖对邻近桩基的影响时应考虑时间效应。
Because of the rheological characteristics of soft clay, the time effect should be considered when the influence of excavation on adjacent pile foundations was analyzed.
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