基于正交试验的边坡稳定性参数敏感性分析

边坡稳定影响因素的敏感性分析是边坡研究的一个重要方向,传统的分析方法有其局限性。结合正交试验设计方法,通过计算机和数理分析来评价各个参数对边坡稳定的影响程度。并结合工程实例,对影响边坡稳定的重要因素进行了敏感性分析,为工程建设提供合理的建议。     

云龙河一级水电站厂房后边坡稳定分析与治理

云龙河一级水电站厂房后边坡岩性为薄层灰岩夹页岩,节理裂隙等构造发育.在开挖过程中,该边坡顶部开口线与公路边缘地带发现近1 cm宽的裂缝,具有明显下滑趋势.结合新老厂址的现场调查,采取敏感性分析确定了物理力学参数,提出了合理的工程措施,并进行了边坡加固前后的稳定分析.该边坡已经受6年多的考验,运行正常,获得了成功.     

Soil Organic Carbon Loss under Different Slope Gradients in Loess Hilly Region

Based on field runoff plots observation and sample analysis, the effect of slope gradient on soil organic carbon loss was studied under natural rainfall conditions in loess hilly region. The results showed that with slope gradient increasing （from10° to 30°）, the changing trend of soil erosion intensity （A） was A20°〉A30°〉A15°〉A10°〉A25°, suggesting that slope gradient between 20° and 25° was a critical degree ranger to exist. Soil organic carbon loss was mainly influenced by soil erosion intensity, appearing the same trend as did soil erosion intensity with increasing slope gradient. Soil erosion results in organic carbon enrichment in sediment. Average enrichment ratios of five runoff plots varied from 2.27 to 3.74, and decreased with increasing erosion intensity and slope gradient. The decrease of surface runoff and soil erosion is the key to reduce soil organic carbon loss.     

土坡稳定分析的三种方法

本文对斜坡稳定分析中常用的瑞典圆弧法、简化Bishop法和Janbu法进行了理论上和计算上的比较,探讨Janbu法中推力线位置的假设、地震荷载以及孔隙压力系数B对斜坡安全系数的影响。     

Slope enclosures for functions given by two or more branches

In this paper, we consider the automatic computation of slope enclosures for continuous real functions given by two or more branches, such as piecewise defined nonsmooth functions. We show that a commonly used formula found in the literature does not always provide a slope enclosure for such functions. Furthermore, we prove a similar formula that always holds. AMS subject classification (2000)  65G20     

Anomalous Scaling of Surface Growth Equations with Spatially and Temporally Correlated Noise

Based on the scaling idea of local slopes by Lopez et al. [Phys. Rev. Lett. 94 （2005） 166103], we investigate anomalous dynamic scaling of （d ＋ 1）-dimensional surface growth equations with spatially and temporally correlated noise. The growth equations studied include the Kardar-Parisi-Zhang （KPZ）, Sun-Guo-Grant （SGG）, and Lai-Das Sarma-Villain （LDV） equations. The anomalous scaling exponents in both the weak- and strong-coupling regions are obtained, respectively.     

平台车在万家寨引黄工程北干隧派出渣中的应用

简要介绍了平台车的设计使用情况，论述了平台车在万家寨引黄工程北干隧洞出渣中的应用，指出了施工过程中应注意的事项。     

岩石边坡中地下水压力的基本特性及作用

基于对岩体边坡中地下水压力存在的基本类型，分布态势及作用形式等基本特征的研究，以三峡库区内部分滑坡及三峡工程永久船闸边坡为例分析了地下水压力对岩体边坡稳定性的影响，地下水压力（包括静水压力和动力压力）可使岩体边坡的整体安全系数大大降低，降低一般幅度为０．４￣０．７，基此认为，在改善和提高边坡稳定性中排水降压是较重要的工程治理措施之一。     

Slope parameter and scaling of differential cross-section of Λ-p scattering

The claim of Mohapatra and Maharana thattb(s) is a better scaling variable thant(lns)² is put to test in the case of Λ-p scattering, after parametrizingb(s) asC ₁ +C ₂(lns)α. It was observed that in this case the data also prefer anα value which is close to those obtained by Mohapatra and Maharana for other scattering processes.     

抗滑桩在关兴公路山体滑坡治理中的应用

山体滑坡对公路建设有较大的影响,大的山体滑坡甚至会改变公路线路的走向,上边坡和路基滑动造成行车不安全,抗滑桩在公路建设中的应用,缓解山区公路建设中山体滑坡治理难题.