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The dynamic interaction between the transverse bars, the longitudinal ribs and soil are simulated by a system made up of nonlinear springs, dashpot and mass to study the deformation properties of reinforced soil.

基于工格栅与动力相互作用特性的研究,提出一种接触面动力计算模型:采用非线性弹簧-阻尼延迟器-质量块系统模拟工格栅纵肋与、横肋与的相互作用,分别形成纵肋与、横肋与的刚度矩阵。

By employing indicators as soil PH, conductance and salt content, different soil salinity degrees are plotted out. There arc 9 types of salinisation levels in Fukang oasis. Within them, the strong saline soil and solonchak are the main types, which, with regards to latitude and from the lower of diluvial fan to desert, distribute in turn as middle saline soil, strong saline soil, solonchak, strong saline soil, solonchak and non- saline distribute.

该文以电导、易溶性盐含量、pH作为盐渍化程度的指标,将阜康绿洲的壤盐渍化程度划分为9种类型,其中以强盐渍和盐为主,在纬度梯度上从南至北,即从洪积扇下部到沙漠按照中盐渍-强盐渍-盐-强盐渍-盐-非盐渍的顺序依次分布。

This study will assess elementarily the security and effectiveness of The root and leaf of Panicled Fameflower through the experimental studies on their pharmacodynamics and acute toxicology, provid possibly theorems and experimental foundations for Panicled Fameflower' s edibleness, planting and study.

本课题通过人参根、叶的药效和急性毒性实验研究,对人参根、叶治疗"脾虚"证、人参叶"解毒消痈"的疗效和部分作用机制做出初步评价、并取得人参根、叶急性毒性数据,为保健中药蔬菜人参的食用提供客观的药效学和急性毒性的实验依据,以促其进一步推广应用、种植、研究。

The soil worship consciousness is some kind of general idea of people's admiration, fearfulness, prayer and dependence to soil. This kind of consciousness was based on the agricultural environment of China.

意识是人们敬、畏、求、恋心理的一种总和,是在我国农耕文明的大社会环境下形成的。

The conclusions also offer the different engineering constructs corresponding references.There is some particular regularity for the mechanics condition, genetic type, and slide mechanism of the expansive soil landslides in Ankang basin area, as follows:The expansive soil landslides always represent polygenic traction slides.

通过研究,从安康盆地膨胀滑坡产生的力学条件、成因类型、滑坡机理上的得出的特殊性规律为:安康胀滑坡多为牵引式多次滑动;胀滑坡的浅层性与宏观结构性;膨胀滑坡滑床的平缓性;膨胀滑坡具有时间性和成群分布性;膨胀滑坡的蠕变性。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: a- a hb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明,测量值往往比实际的理论计算值小,填的竖向和侧向压力与填厚度可以用幂次型曲线表示:σ=ah~b愈向沟谷中心部位,压力值愈小,愈向沟谷边缘,压力数值越大,说明沟谷边坡具有明显的卸荷作用;根据施工期和工后期的沉降变形监测数据,对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结,工后期路面沉降和时间关系可用对数曲线表示:S=aln+b,并根据此沉降规律对高填方加筋路堤的工后沉降进行了预测。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: cr= ahb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明,测量值往往比实际的理论计算值小,填的竖向和侧向压力与填厚度可以用幂次型曲线表示:σ=αh~b,愈向沟谷中心部位,压力值愈小,愈向沟谷边缘,压力数值越大,说明沟谷边坡具有明显的卸荷作用;根据施工期和工后期的沉降变形监测数据,对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结,工后期路面沉降和时间关系可用对数曲线表示:S=aln+b,并根据此沉降规律对高填方加筋路堤的工后沉降进行了预测。

So,in this thesis,with regard to the stability and deformation of composite soil-nailing in soft clay foundation pit, the studies listed below were carried out, considering current research and design status of the soil nailed retaining structure. 1 Based on the use of leading pile with soil nailing protection, studied the work mechanism of mini-pile with composite soil-nailing, the model of stability analysis of the composite soil-nailing is established and examined by analysis engineering case.

因此本文鉴于软粘地区深基坑工程钉支护结构的研究及设计现状,在前人研究的基础上,就复合钉支护软粘基坑的稳定性和变形展开相应的专题研究,主要完成了以下几个方面的工作: 1针对软条件超前桩的应用,研究了桩加钉的复合钉支护机理,建立了复合钉支护稳定性分析模型和计算公式,并对工程实例进行计算分析,检验了模型。

To validate the above conclusion, a series of mixture tests were performed and different samples were made by mixing each of three kinds of nature silt and the nature clay with different mixture ratio. The liquid-plastic limits of all the samples, in which the clay particles content were between the nature silt and the nature clay, were attained using the combined test method. The results showed that the lowest clay particles content of the silt, when it was suitable with the combined test method, is 12% to 15% with little differences. If the point of 3~4mm depth of penetration of fall cone exist, and the loglog relationship between the depth of penetration of fall cone and the water content of all the points were clearly linear, it could be concluded that the clay particles content of the sample is over the lowest value when the combined test was suitable.

3其后为了进一步验证所得结论,针对三种粉,分别与一种黏粒含量较大的天然黏进行多种组合的配比试验,配比后的样其黏粒含量均介于原粉与原黏之间,并对各种配比后样进行联合测定法确定液、塑限的试验研究,得出各种对联合测定法适用的最低黏粒含量限值因粒径组成不同、矿物组成不同等因素,存在微小差异,在12%到15%之间;当圆锥下沉深度在3~4mm之间的试验点存在,且与其他试验点之间能形成良好的双对数直线关系,即认为中黏粒含量超过该对联合测定法适用的最低限值,联合测定法适用。

According to the Chinese Soil Taxonomic Classification(Revised Proposal, 1995)and our data and information for classification of Linze zone in the Hexi corridor, the authors propose a taxonomic classification of soils of Linze zone in the Hexi corridor, in which all the soils are divided into 4 soil orders(Anthrosols, Aridisols, Gleysols and Cambisols), 4 soil suborders , 5 soil groups and 8 soil subgroups.

文摘:根据《中国壤系统分类》(1995),对河西走廊临泽样区壤进行了系统分类研究,提出了临泽样区壤系统分类方案:将壤分为4个纲(人为、干旱、潜育和雏形),4个亚纲,5个类和8个亚类。

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