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砂土

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The results show that these gravel silty clays distributed at the range between the rock slope with an altitude lower than 190m and the rock platform with an altitude about 140-150m are formed from sliding; and that those gravel silty clays distributed above 190m of the rock surface are residual, colluvial and talus deposits; and that the gravel sand layer located along Zhuxi River is a kind of alluvial deposit.

研究结果表明:分布在基岩面高程190m以下的斜坡与基岩面高程140~150m平台上的粉质黏土夹碎石土层是由滑坡作用形成的;分布在基岩面高程190m以上的粉质黏土夹碎石土层是由崩积、残积及坡积作用形成的;卵石砂土层是苎溪河的冲积作用形成的。

Use instead and fasten and dig the bit to remove the hole and bottom eluvial soil after 5m (if the rock meeting high hardness while the base rock creeps into, can is it inlay rock bit get into to designing requirement hole dark by fastenning and digging and fighting the clear hole and then to use instead), in order to improve the strength of bearing the weight of of one , put the reinforcing bar cage finally , build the concrete.

本工艺基本上适应于各种土层,如软弱土层、松散杂填土、粉土、砂土、粒径不大(10cm以下)的碎石土和圆砾及其它塑性不大、粘粒较少的粘土,尤其适用于软塑、流塑、孔隙比大、高压缩性、抗剪强度小等特性的淤泥质土及因地下水丰富造成泥浆护壁困难的土层。

As Gudehus-Bauer hypoplastic model can not consider cross-anisotropy of sand, themodel introduced by matrix of cross-anisotropy is improved.

6针对Gudehus-Bauer亚塑性模型不能考虑砂土的横观各向同性效应,提出了在模型中引入一个考虑横观各向同性的矩阵进行改进。

The results show that the revised Gudehus-Bauer hypoplastic model can take strength and deformation of sand under principal stress axes rotation into consideration.

结果表明改进的Gudehus-Bauer亚塑性模型可以考虑主应力轴旋转对砂土强度和变形特性的影响。

Gudehus-Bauer hypoplastic model also consider some stress path and strain path ofcohesionless soil.

Gudehus-Bauer亚塑性模型还能够考虑一些砂土的应力路径和应变路径的影响。

Compared with original hypoplastic model, the revised hypoplasticmodel can reflect mechanics of sand in cycle loading. That includes accumulation ofdeformation and accumulation of pore water pressure and decrease of effective stress.

相比原亚塑性模型而言,改进的亚塑性模型能够反映循环荷载下砂土的力学特性,包括变形的累积效应,孔隙水压力的累积效应以及有效应力的降低等。

This paper presents the interpretation for estimation of undrained shearstrength in cohesive soils, over-consolidation ratio in cohesive soils, sensitivity incohesive soils and relative density in granular soils using the adopted approaches.The correlations between the estimation results based on CPT data and laboratorytesting results were discussed, and the empirical factors for the study sites areproposed.

针对按CPT数据估算粘性土不排水抗剪强度、超固结比、灵敏度和砂土相对密度的现有方法,分析了估算结果和实验室试验结果之间的差异,提出了适合我国海洋土质特性的经验系数。

The effect of the input form of the seismic ground motion and the thickness, width and depth of the sand lenticle on the building response is discussed.

采用一种能分析有结构物存在的场地地震液化问题的二维有效应力有限元分析方法,研究饱和砂土透镜体液化对建筑物地震反应的影响。

Zoology characteristics: The gender is fond of light and be able to bear or endure a bit shade, be fond of warm and wet climate and deep and rich proper and wet soil, but lax to edaphic requirement, in limy reach salt is alkaline even clay or sandy soil all can grow normally.

生态习性:性喜光而稍耐荫,喜暖和湿润气候及深厚肥沃适当湿润土壤,但对土壤要求不严,在石灰质及盐碱甚至粘土或砂土均能正常生长。

Analyzing the dynamic response of the structure constructed on liquefiable sand foundation, it is needed to consider soil-structure interaction.

分析可液化砂土地基上结构的动力响应,需要考虑土—结构相互作用。

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