铁路膨胀土路基工程病害与防治措施初探

我国膨胀土分布非常广泛,极易造成路基工程病害,若防治措施不当,对工程危害极大。结合西安南京铁路工程实践,从膨胀土路基出现的各类病害入手,根据膨胀土的工程特性及其病害产生的原因,提出了病害防治的措施及处理方法。     

广东某高速公路岩质边坡岩体结构面特征研究

目的研究清远—连州公路岩质边坡结构面特征及其组合关系对边坡稳定性的影响。方法采用普遍测网法实测该公路沿线边坡结构面,分析结构面的组合关系对边坡稳定性的影响;采用“赤平投影结构数据分析软件包”对结构面的参数进行统计分析;采用结构面二维网络模拟程序进行模拟。结果得到结构面产状和边坡坡面产状关系的统计图和二维网络模拟图。结论清连公路结构面组合关系对边坡稳定性影响显著,结构面参数研究对边坡稳定性评价意义重大。     

Study on extracting method of single slope surface shape based on DEM:taking Wanzhou district of three gorges reservoir area as example

This paper focused on the extracting method of single slope shape. Applying the software of ARCGIS 9.0, DEM (digital elevation model) was established. From the DEM, topographic characters, including valleys and ridges were extracted. Some valley lines were extended in order to intersect with the ridges nearby. All slope were divided into different slope surface, which enclosed by valleys and ridges. And the slope surface shapes were defined three types, Line Slope, Upper-concave and lower-convex slope, Upper-convex and lower-concave slope, according to their functions. And the judge formula of single slope surface shape was brought forward. Taking Wanzhou District as test area, it indicates that auto-extracting method of single slope surface shape has high precision relatively. This study can provide references to the studies of region geological disasters prevention and cure.     

黄色物质吸收系数ag(440)与斜率Sg相关关系

利用2007年大连湾、长海县及舟山群岛附近海域黄色物质数据,对a_g(440)与S_g的相关关系进行研究发现:大连湾a_g(440)与S_g存在较为显著的负相关关系,长海县附近海域次之,而舟山群岛附近海域基本不存在相关性.根据Carder的研究成果,对a_g(440)与S_g相关关系的不确定性问题分别就近岸、大洋两类水体进行了分析,结果表明,无论是近岸水体还是大洋水体,存在负相关关系的几率较大,而出现正相关的几率很小.     

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。     

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。