基于可靠度理论的路堤稳定安全性分析

笔者以可靠度理论为基础 ,考虑路堤土体的非线性特性。运用非线性有限元分析方法 ,与可靠度计算程序结合使用 ,得出应力水平、抗剪强度可靠指标的等值线图 ,从而分析路堤稳定的安全系数和可靠指标。并且提出通过降低c和 φ值的方法 ,得出路堤稳定的安全储备系数。实例结果表明 ,当高填方路堤的设计安全系数接近规范允许值时 ,通过笔者的分析方法可得到满意的结果。笔者的方法对高填方路堤的稳定安全性分析和路堤边坡设计具有重要参考价值。     

无机酸对硝酸铵热稳定性影响的研究

为了研究硫酸、盐酸两种无机酸对含能材料硝酸铵热稳定性的影响,使用绝热加速量热仪ARC和微量量热仪C80,对纯硝酸铵及硝酸铵和硫酸、盐酸的混合物进行了热分析实验并研究各种样品在恒温以及升温条件下的吸、放热特性。根据化学反应动力学和热力学理论,确定了硝酸铵及其与无机酸的混合物发生放热分解反应的反应动力学参数和热力学参数。基于Semenov热爆炸模型,计算并比较了各样品标准包装的自加速分解反应温度。     

深基坑支护系统稳定性可靠度分析

尝试将系统可靠度理论运用于深基坑稳定性的可靠度分析，提出了基坑系统稳定性的可靠度模型。通过实例计算分析，验证了本方法的可行性。研究对今后基坑支护的设计具有一定的实际意义。     

BANK STABILITY ANALYSIS FOR PREDICTING REACH SCALE LAND LOSS AND SEDIMENT YIELD1

ABSTRACT: When extensive lengths of river become stabilized (e.g., by channel incision), riverbank erosion can result in considerable riparian land loss and the delivery of large volumes of sediment downstream. The ability to predict the stability and failure geometry of eroding riverbanks is therefore an important prerequisite in estimating the rate of bank erosion and sediment yield associated with bank erosion. In this paper, a new stability analysis for layered river banks is introduced. The new analysis differs from many previous analyses in that it takes into consideration the effects of positive pore water pressure in the saturated portion, and negative pore water pressure in the unsaturated portion, of the bank as well as the influence of hydrostatic confining pressure due to the water level in the river. In addition, the failure plane is not constrained to pass through the toe of the bank and the bank profile geometry is not restricted to an idealized special case. The predictive ability of the new bank stability analysis is assessed using data from two field sites. Subsequently, a methodology for applying the bank stability analysis at the scale of the river reach (0.1 to 10 km) is discussed. This method involves the use of empirical models of bed level adjustment to estimate the magnitude of incision at specific locations along the reach, with these estimates used to drive the stability analysis. Application of the new method is demonstrated with an example.     

LAKE SHORE PROTECTION AGAINST WIND-GENERATED WAVES1

ABSTRACT: A method is reported for estimating the height of wind waves in any lake for a given wind condition. Maximum wind speeds from five climatological stations in and around Ilinois for the period of 1950–1972 were analyzed and the maximum wind speed for various durations and return periods were presented. Statistical analysis of wind wave data collected from Carlyle Lake indicated the Rayleigh distribution fitted the wave height distribution reasonably well and that the nondimensional energy spectra followed the (f/f_m)^-5 rule in the equilibrium range of frequencies. From a consideration of various forces and physical properties of riprap particles and water, a relationship was developed to estimate the stable weight of riprap particles. A practical design criteria is proposed to stabilize lake shores against wind waves.     

阳离子乳液型清水剂的制备及其在油田污水处理中的应用

以二甲基二烯丙基氯化铵(DMDAAC)为阳离子单体,苯乙烯、丙烯酸丁酯为疏水单体,十六烷基三甲基溴化铵和聚氧乙烯辛基苯酚醚-10(OP-10)为乳化剂,过硫酸铵为引发剂,采用乳液聚合法制备乳液型清水剂。优化了制备清水剂的工艺条件,考察了清水剂对油田污水的处理效果。实验结果表明:在x(DMDAAC)小于20%、n(苯乙烯)∶n(丙烯酸丁酯)为2∶1、乳化剂占单体质量分数为5%、引发剂占单体质量分数为0.5%的优化条件下可制备形成稳定的阳离子乳液清水剂;分子量越大、x(DMDAAC)越大,清水剂的除油效果越好;在x(DMDAAC)为20%、其他最优条件不变的情况下制备的Q20清水剂使用浓度为30 mg/L时可使油田污水含油量从295 mg/L降至13 mg/L。自制清水剂的除油效果好于市售清水剂。     

新原高速公路雁门关隧道出口段滑坡勘察及治理

本文对水沟滑坡的形成及滑动机理进行了分析，对滑坡的稳定性进行了计算，得出不同状态下滑坡体的稳定系数及滑坡推力，并根据滑坡体与设计路线工程的关系，提出了在坡体中下部结合桥墩设置抗滑桩、坡体内及周界外设置截排水沟、坡面填坑埋缝的综合治理方案。     

Control effects of pε and pH on the generation and stability of chlorine dioxide

IntroductionDuetotheformationofsomepotentiallyhazardousby productsfromchlorinedisinfectionindrinkingwater,chlorinedioxide(ClO2 ) ,asanalternativedisinfectantandaneffectiveoxidant,formedfewerhalogenatedDBPsthanchlorine(Richardson ,1 994;2 0 0 0 ;Bryant,1 992 ) .InvestigationsofthegenerationandstabilityofClO2 havealreadypromoteditsapplication .However,previousstudiespaynoattentiontothefactorofelectronactivity (pε)thatactuallyaffectsthegenerationandstabilityofClO2 Theignoranceofpεappearan…     

旋风炉附烧处理后解毒铬渣的安定性研究

着重阐明了铬渣经肇风炉附烧及炉餐水淬处理后生成的玻璃体粒化解毒渣的安定性问题，通过对解毒渣的物相结构，浸溶性和高温稳定性等试验分析，最终判明解毒渣在≤５００℃条件下没有玻璃化倾向，在自然环境中储放和用作建材，都是安定和安全的。     

深圳市某滑坡稳定性评价

深圳地区低山丘陵所占面积较大,进行工程建设活动时,场地边坡稳定性评价是普遍存在的重要岩土工程问题。本文以梧桐山某滑坡工程为实例,用多种方法进行分析,对类似工程问题的评价、治理有一定的实际意义。