复杂条件下露天采场边坡变形分析

露天采场边坡的变形特征对边坡稳定性评价、露天开采以及对边坡变形监测具有重要意义 ,复杂条件下 ,露天采场边坡的变形特征难以预测。本文采用快速拉格朗日分析 (FL AC)方法对金牛公司露天采场稳定边坡、不稳定边坡时空上的变形特征以及空区和分步开挖对边坡变形特征的影响进行了综合分析。结果表明 :FL AC方法在分析复杂条件下的边坡变形特征方面显示了较强的优势 ,稳定边坡和不稳定边坡有着各自不同的变形特征 ,空区和开采速度对边坡变形产生一定的影响。     

三峡工程永久船闸高边坡稳定性研究中的几个主要问题

永久船闸高边坡稳定性问题一直为各方所关注 ,本文利用大量监测资料和测试成果对边坡变形现状 ,开挖结束后的变形趋势 ,岩体卸荷带特征及时效变形等几个方面进行了详细分析 ,并对施工期后边坡岩体的变形与稳定过程 ,以及卸荷带对边坡稳定性的影响等做了预测和评价。     

斜坡稳定性两级模糊综合评判

根据对古交市炉峪口煤矿斜坡的工程地质调查研究 ,确定了影响该斜坡稳定性的四类 2 0项主要影响因素 ,并应用两级模糊综合评判的方法对炉峪口煤矿斜坡稳定性进行了综合评价 ,其结果较好地反映了该斜坡的实际稳定程度.     

确定边坡最危险滑动面的计算机模拟

边坡稳定性分析 ,关键是确定潜在的滑动面 ,目的是有利于工程安全。本文编制了二、三维计算机模拟程序 ,在二维模拟中提出了四种计算模式 ,三维模拟中考虑了空间、荷载、渗流效应 ,结合工程实例对边坡进行模拟并对土层抗剪强度参数进行了反演 ,模拟计算与实测结果吻合 ,模拟出的抗剪强度参数平均值与实测的抗剪强度参数标准值相当     

AEDAL在青岛、渤海及黄海探测的定标反演

在不进行大气参数假设和加载其他辅助设备的情况下,通过对AEDAL机载大气环境探测激光雷达探测数据的分析,证明了用Slope法对空基激光雷达进行定标反演的可行性。AEDAL的定标反演结果,生动地展现了青岛地区及渤海、黄海海域气溶胶垂直分布、边界层结构及边界层光学厚度的重要特征。首先,冷锋过境,边界层高度明显下降的同时,气溶胶出现多层分布的现象,海区气溶胶垂直分布较陆地有明显的沉降现象。其次,青岛地区整个边界层光学厚度表现为城区最大、丘陵地区最小、渤海海区介于两者之间的分布特点,海区边界层光学厚度变化相对平缓,迎风坡附近的边界层光学厚度较周围有所增大。青岛至渤海这一区域,晴朗天气下边界层光学厚度的大小介于0.15～0.35之间,雾天则在0.3～0.45之间,而黄海海域则可达到0.55左右。这说明,青岛地区边界层气溶胶主要来自于城市和海洋,在冬季季风对气溶胶分布起作用的同时,山脉及地面风场对边界层气溶胶的输送有重要影响。     

瓦屋山水电站厂房区红层岩体古滑坡稳定性研究

红层岩体以其岩体结构的软硬相间及软弱夹层发育而在边坡稳定方面表现为"易滑地层"。瓦屋山水电站厂房区边坡为顺向坡,砂岩类岩石与黏土岩类岩石呈缓倾、互层状(倾角10°~20°)产出。构造与表生改造作用下,在这两类软硬相间的岩石界面上常形成分布较为连续的软弱夹层,这类岩体较易沿软弱夹层产生顺层滑动。地质历史时期,瓦屋山厂房区就是在这样的地质背景下,形成了多个古滑坡体,如颜湾和庙子岩古滑坡,它们在自然状态下已基本稳定。随后因风化剥蚀等作用,古滑坡体形态被改变或被来自后缘斜坡的坡残积层所掩埋,使其在勘察期间难以被发现。庙子岩滑坡即是这样一个被掩埋的古滑坡体坡,施工开挖过程中,由于切脚及降雨作用,使其重新滑动复活。本文以反复剪试验得到的滑动面抗剪参数,采用边坡稳定极限分析能量法(Energy Method Upper Baond Limit Analysis),简称EMU法,对庙子岩古滑坡在各种工况下的稳定作了计算,并据其结果采取了相应的抗滑处理。本文可作为红层岩体地区该类型滑坡勘察和工程处理设计的参考。     

Improvement in the generation of adsorption isotherm data in the elution by characteristic points method--the ECP-slope approach

The elution by characteristic points (ECP) method is a very rapid and precise method for determination of the phase system equilibrium of phase systems in broad solute concentration ranges. Thus, the method is especially suitable for rapid characterization of high efficient separation systems. One important source of error, the effects by the post-loop dispersion, was eliminated in a recent investigation. In this study, the systematic error caused by the selection of the integration starting point at concentration equal to 0 is eliminated. This is done by developing and validating a new procedure for isotherm data generation; the ECP-slope method. The method generates raw slope data of the adsorption isotherm instead of raw adsorption data by integrations as the classical ECP does. Both numerical and experimental data were used for the comparison of the classical ECP approach with the slope-ECP method.     

Numerical simulation of solitary waves overtopping on a sloping sea dike using a particle method

Sea dikes, as a commonly used type of coastal protection structures, are often attacked or damaged by violent waves overtopping under tsunamis and storm surges. In this study, the behavior of solitary waves traveling on a sloping sea dike is simulated, and solitary wave overtopping characteristics are analyzed using a complete Lagrangian numerical method, the moving particle semi-implicit (MPS) method. To better describe the complicated fluid motions during the wave overtopping process, the original MPS method is modified by introducing a new free surface detection method, i.e., the area filling rate identification method, and a modified gradient operator to provide higher precision. Meanwhile, the approximation method for sloping boundaries in particle methods is enhanced, and a smooth slope approximation method is proposed and recommended. To verify the improved MPS method, a solitary wave traveling over a steep sloping bed is studied. The entire solitary wave run-up and run-down processes and exquisite water movements are reproduced well by the present method, and are consistent with the corresponding experimental results. Subsequently, the improved MPS method is applied to investigate the overtopping process of a single solitary wave over a sloping sea dike. The results show that the hydraulic jump phenomenon is also possible to occur during the run-down motion of the solitary wave overtopping. Finally, the characteristics of the propagation and overtopping of two successive solitary waves on a sloping sea dike are discussed. The result manifests that the interaction between adjacent solitary waves affects wave overtopping patterns and overtopping velocities.     

分布反馈光纤激光器弯曲特性的实验研究

为了研究分布反馈光纤激光器的弯曲特性,对光纤激光器输出波长和弯曲半径的关系进行了理论分析和实验研究.理论分析表明,光纤激光器输出波长变化量与弯曲半径平方的倒数为线性相关,并且随着弯曲半径的增大布拉格波长向短波长方向移动;实验中通过对3支不同波长的光纤激光器在弯曲半径分别为1O mm、20 mm、90 mm时输出波长的测...