砂土串囊式充气锚杆承载力的研究

在砂土地层中,串囊式充气锚杆的研究还比较少,其承载特性及受力机理尚不明确。本文基于莫尔-库仑模型和Vesic圆孔扩张理论法,分别对圆柱体、球体、组合体、椭球体假设下的串囊式充气锚杆的扩大段进行计算分析。并将计算结果与试验得到的实测值进行对比。结果表明:四种形状假设中椭球体的形状假设理论值与实测值的误差最小,仅为8.35%。通过拟合试验数据,并引入与端阻力和侧摩阻力有关的两个系数对承载力公式进行修正,得到了抗拔承载力的经验公式。     

Rocky coast processes: with special reference to the recession of soft rock cliffs

Substantial progress in research on the recession of coastal cliffs composed of soft materials has been made in recent years and data with higher accuracy have been accumulated. This paper provides the state of the art review in the recession studies and highlights two new findings obtained from the reanalysis of existing data. The review topics are: episodic and localized nature of cliff recession; the development of cliffline; the relationship between cliff height and recession rate; mechanisms of cliff toe erosion by waves; a fundamental equation for wave-induced toe erosion; factors controlling toe erosion; and slope instabilities and mass movements. The findings are presented on (1) the temporal change in cliffline recession mode and (2) the effect of beach sediment at the cliff base on the cliff erosion.     

高精度镉同位素分析样品消解方法对比研究

为考察不同消解方法的优缺点以及对不同基质样品(沉积物和大米)Cd同位素组成的影响,该文采用干法灰化法、酸提取法、微波消解法和高温高压密闭消解法等消解方法对水系沉积物(GSD)进行消解处理,比较了不同消解方法对沉积物Cd同位素组成测定的影响。随后使用微波消解法和高温高压密闭消解法对大米标准物质以及实际大米样品进行了消解。结果表明：高温高压密闭消解法所获得的沉积物Cd同位素测试结果在国内外文献报道的参考值范围内,能够满足同位素测定要求。而使用干法灰化法和酸提取法消解样品时,由于存在元素损失或消解不完全,标准物质Cd元素的回收率偏低(低至72.8%),导致同位素测试结果显著偏离真实值(Δ114/110Cd值最大偏差达0.24‰)。微波消解法处理标准物质Cd元素的回收率在96.6%~98.8%范围内,且同位素测试结果与高温高压密闭消解法结果吻合良好(Δ114/110Cd≤±0.04‰),表明微波消解法可以满足沉积物Cd同位素的测定要求,能够获得准确的Cd同位素组成数据。对大米标准物质和实际大米样品进行消解,所获得的Cd同位素测试结果与上述沉积物样品结果相同(Δ114/110Cd≤±0.04‰),进一步验证了微波消解法的可靠性,证实微波消解法可用于沉积物及植物样品(大米)Cd同位素分析的快速消解。     

Determination of acid volatile sulphur in river sediments by ICP-OES coupled with purge and trap method

The developed and tested method is based on the acid volatile sulphur (AVS) releasing from a sample of sediment by acidification with hydrochloric acid and sequential absorption of released hydrogen sulphide into the absorption solution of sodium hydroxide. Total sulphur absorbed in the absorption solution is subsequently determined by inductively coupled plasma optical emission spectrometry (ICP-OES) technique. The method was tested using both model and real samples of the river sediment. Obtained results were compared with the results of iodometric determination as the method routinely used for the AVS determination. In case of using ICP-OES with purge and trap, there is no spectral interference of calcium; therefore for the determination of sulphur, it is possible to use atomic emission line of sulphur S I 180.7 nm. The tested method provides the results comparable with the iodometric method within the range of tested concentrations. The detection limit (LOD) of this method is 0.09 mg· S^2? ? L^?1 in the absorption solution which corresponds to 0.23 mg S^2?·kg^?1 in a sediment. Value of LOD is comparable with the iodometric determination.     

龙门山地区水系沉积物中铀含量分布特征

铀元素是具有毒性和放射性的锕系元素之一,对区域环境和人体健康具有极大的危害,开展铀元素污染评价具有重要的现实意义。以龙门山地区主要水系为主要研究对象,采集了大量的水系沉积物样品,对该地区的铀元素分布特征进行了研究。研究表明,大渡河水系沉积物中铀平均质量分数为5.50 mg/kg,绵远河水系沉积物中的铀平均质量分数为3.07 mg/kg,其余河流水系沉积物中铀含量均较低。通过龙门山地区水系沉积物中铀元素分布特征与龙门山地区矿产分布对比发现,煤矿、磷矿开发区是水系主要铀元素来源。     

元素分析仪测定土壤、沉积物样品碳氮含量的影响因素及数据校正

使用元素分析仪进行土壤、沉积物样品碳、氮含量检测时,样品前处理过程(烘干和酸化)、包样质量以及参考标准品等因素均会对检测结果造成影响.试验结果表明:酸化导致氮百分质量的测定结果降低2.6%~40.0%,碳百分质量的测定受包样质量的影响较大,使用的校正标准与被测样品越相似,校正结果越准确.     

基于因素敏感性分析的人工排土场高边坡稳定性研究

在考虑人工排土场松散高边坡基本特征、变形破坏方式等的基础上,采用因素敏感性分析法,计算讨论了影响排土场高边坡稳定的主要因素--坡体几何形态特征、日常爆破震动、水等因素的变化对其稳定性的影响程度,确定了坡体几何形态特征因素为影响其稳定性的关键因素以及在确保排土场高边坡稳定条件下的单台阶合理坡角、坡高、预留宽度等人工堆积参数及最大堆积高度。     

An analytical solution for the velocity and shear rate distribution of non-ideal Bingham fluids in concentric cylinder viscometers

An analytical solution is presented for the calculation of the flow field in a concentric cylinder viscometer of non-ideal Bingham-fluids, described by the Worrall-Tuliani rheological model. The obtained shear rate distribution is a function of the a priori unknown rheological parameters. It is shown that by applying an iterative procedure experimental data can be processed in order to obtain the proper shear rate correction and the four rheological parameters of the Worrall-Tuliani model as well as the yield surface radius. A comparison with Krieger's correction method is made. Rheometrical data for dense cohesive sediment suspensions have been reviewed in the light of this new method. For these suspensions velocity profiles over the gap are computed and the shear layer thicknesses were found to be comparable to visual observations. It can be concluded that at low rotation speeds the actually sheared layer is too narrow to fullfill the gap width requirement for granular suspensions and slip appears to be unavoidable, even when the material is sheared within itself. The only way to obtain meaningfull measurements in a concentric cylinder viscometer at low shear rates seems to be by increasing the radii of the viscometer. Some dimensioning criteria are presented.Notation A, B Integration constants - C Dimensionless rotation speed = µ/_y - c = 2µ - d = ₀ ²–2c_y - f() = (–₀)²+2c(–_y) - r Radius - r _b Bob radius - r _c Cup radius - r _y Yield radius - r ₀ Stationary surface radius - r Rotating Stationary radius - Y ₀ Shear rate parameter = /µ Greek letters Shear rate - = (r _y /r _b )²– 1 - µ Bingham viscosity - µ₀ Initial differential viscosity - µ µ₀-µ - Rotation speed - Angular velocity - Shear stress - _b Bob shear stress - _B Bingham stress - _y (True) yield stress - ₀ Stress parameter = _B +µ Y ₀ - _B - _y      

上海市崇明岛浅层砂土、粉土分布探讨

通过对崇明岛内大量勘探资料的分析研究,本文分析了岛内浅层砂土、粉土的分布特征,并根据岩性及静力触探指 标对其进行详细分类,找出了每类土的典型静力触探曲线,最后探讨了各类土的液化问题。