单液硅化灌浆法加固豫西湿陷性黄土地基施工技术和质量控制          下载免费PDF全文

罗伟 《探矿工程》2007,34(10):55-57

通过总结单液硅化灌浆法加固豫西三门峡地区湿陷性黄土地基的多个成功工程实例,介绍了该法加固本地区湿陷性黄土地基施工工艺及施工质量控制措施。  相似文献   

The influence of grain-size analysis methods and sediment mixing on curve shapes and textural parameters: Implications for sediment trend analysis   总被引：3，自引：0，他引：3  

Burghard W. Flemming 《Sedimentary Geology》2007,202(3):425-435

To this day, deterministic physical models capable of explaining the evolution of grain-size distributions in the course of transport are still lacking. For this reason, various attributes of particle frequency distributions, in particular curve shapes and textural parameters, have for many decades been investigated for potential information about transport behaviour and size-sorting processes of sediments in numerous environments. Such approaches are essentially conceptual and hence rely heavily on the validity of the assumptions on which they are based. A factor which has to date been largely ignored in this context, is the fact that different methods of grain-size analysis (e. g. sieving, laser absorption and diffraction, settling velocity measurements), when applied to the same sample material, produce variable curve shapes, and hence incongruous textural data. This is illustrated by selected examples showing the differences between sieving and settling results, conversion of settling velocities into equivalent settling diameters (psi-phi-transformations), and the influences of particle shape, particle density, and water temperature. It is demonstrated that particle-size distributions are not only method-dependent but also dependent on the adopted post-processing procedure. As a result, only frequency curves generated by the same method and subsequently processed by identical computational procedures can be meaningfully compared. Furthermore, the computation of textural parameters from bi- or multimodal size distributions produces spurious results which are unrelated to the processes leading to the mixing of different size populations frequently observed in nature. In such cases, only the decomposition of such distributions into individual populations and the spatial comparison of such populations makes any sense. Because a physical explanation for the generation of size distributions is lacking, a particular curve shape of a grain-size population has no meaning on its own. Only a systematic comparison of progressively changing curve shapes (and associated textural parameters) of sediments collected on a closely spaced grid can yield data suitable for sediment trend analysis.  相似文献   

油气聚集对石英矿物成岩演化的影响   总被引：4，自引：0，他引：4  

袁东山  张枝焕朱雷 刘洪军 《岩石学报》2007,23(9):2315-2320

油气在砂岩储层中的聚集会对石英矿物的胶结作用产生影响。对黄骅坳陷三马探区的石英矿物的包裹体分析以及对开放孔隙中原油抽提物和包裹体中原油的生物标志物进行分析,含油级别较低的油层与水层具有相似的均一化温度分布范围,但富含油层中流体包裹体均一化温度高值分布范围比低级别油层和水层低,包裹体中的烃类组成与开放孔隙中的主要存在成熟度上的不同。分析认为石油的充注不会使石英矿物的胶结作用立刻停止,石英的次生加大作用仍在继续,但胶结作用受到一定的抑制,当石油充注到一定程度后,胶结作用将会停止,后期进入储层的成熟度较高的原油可能未被捕获。  相似文献   

某倾倒边坡开挖下的变形特征及加固措施分析   总被引：2，自引：2，他引：2  

黄润秋  唐世强 《水文地质工程地质》2007,34(6):49-54

以皖南某高速公路一个反倾边坡为例,在详细地质调查基础上分析了边坡以倾倒-滑移为主要特征的倾倒变形力学机理。调查结果显示在边坡原有倾倒变形的基础上,开挖爆破等工程扰动首先使开挖面顶部出现倾倒变形并伴有后缘拉裂隙,同时坡体内部断续结构面逐渐贯通,最下级台阶面出现外鼓等。上述现象的出现显示出边坡具有整体失稳破坏的趋势。在上述地质概念模型基础上,应用离散单元法对边坡变形全过程进行模拟,验证上述变形破坏机理,并揭示了边坡在深度方向上的变形分区现象,即倾倒-折断区、强烈倾倒区、倾倒影响区和正常岩层区。  相似文献   

广东梅州崩塌滑坡地质灾害成因及防治对策     

曾玲玉 《四川地质学报》2007,27(3):198-200

梅州山区频繁发生山体滑坡灾害是由该区特定的地质和气候等自然环境以及客家人特有的居住习惯等引起的。在此研究的基础上有针对性地提出适合梅州山区防治山体滑坡灾害的对策和建议。  相似文献   

Change of Gas Hydrate Reservoir and Its Effect on the Environment in Xisha Trough since the Last Glacial Maximum     

王淑红  颜文  宋海斌 《中国地质大学学报(英文版)》2007,18(1):39-48

In this article, Milkov and Sassen’s model is selected to calculate the thickness of the gas hydrate stable zone (GHSZ) and the amount of gas hydrate in the Xisha (西沙) Trough at present and at the last glacial maximum (LGM), respectively, and the effects of the changes in the bottom water temperature and the sea level on these were also discussed. The average thickness of the GHSZ in Xisha Trough is estimated to be 287 m and 299 m based on the relationship between the GHSZ thickness and the water depth established in this study at present and at LGM, respectively. Then, by assuming that the distributed area of gas hydrates is 8 000 km2 and that the gas hydrate saturation is 1.2% of the sediment volume, the amounts of gas hydrate are estimated to be ~2.76×1010 m3 and ~2.87×1010 m3, and the volumes of hydrate-bound gases are ~4.52×1012 m3 and ~4.71×1012 m3 at present and at LGM, re- spectively. The above results show that the thickness of GHSZ decreases with the bottom water tem- perature increase and increases with the sea level increase, wherein the effect of the former is larger than that of the latter, that the average thickness of GHSZ in Xisha Trough had been reduced by ~12 m, and that 1.9×1011 m3 of methane is released from approximately 1.1×109 m3 of gas hydrate since LGM. The released methane should have greatly affected the environment.  相似文献   

三福高速公路K201滑坡病害的应急工程效果与根治工程对策   总被引：1，自引：0，他引：1  

王浩  廖小平  程建军  刘代文 《中国地质灾害与防治学报》2007,18(2):22-26

三福高速公路尤溪段K201滑坡是在持续暴雨影响下引起前缘老滑坡复活,并牵引扩大发展,形成高速公路路基坡体变形破坏的岩石滑坡;经滑坡后部刷方减载的应急抢险措施有效控制了滑坡变形快速发展的趋势,并通过路面裂缝位移监测评价了应急减载的工程效果;深部位移监测成果确定了滑面的确切位置,监控了滑坡的发展趋势;滑带强度指标的反演分析和滑坡的稳定性计算进一步揭示滑坡经应急减载后虽处于相对稳定状态,但在暴雨期不利工况条件下,仍存在变形恢复和失稳破坏的可能;通过多方案计算比较和论证分析,确定了路肩锚桩加固的根治工程对策,并经过一年的工后坡体深部位移监测证明了该治理方案的合理性和有效性。  相似文献   

软弱土路基沉降变形控制研究     

冯震  王连俊  王娜  李巨文 《华东地质学院学报》2007,30(1):25-29

从理论分析着手,建立路基沉降变形控制系统模型。根据室内试验成果,对路基沉降进行数值分析。模拟不同参数对沉降的影响,研究不同工况中路基沉降的控制效果。地基弹性模量对沉降影响大,提高地基弹性模量,沉降将减小,并且减小的幅度很大;填料密度对沉降影响较大,降低填料密度,沉降将减小,并且减小的幅度很大;路基累积沉降量与路基本体高度之间存在近似线性正相关关系;路基累积沉降量与地基处理深度之间存在近似线性负相关关系。  相似文献   

基于Excel的条件平差解算     

曾绍炳 《华东地质学院学报》2007,30(1):51-54

在测量平差计算中,相当多的计算工作是矩阵转置、求逆、相乘等,人工解算容易出错,且现有各种平差软件一般均为过程隐含式的,不利于测量初学者掌握测量平差原理。探讨利用电子表格软件(Excel2003)的内置函数中的矩阵运算功能处理测量平差计算的方法,并以水准网条件平差的解算为例,介绍其使用方法及使用技巧,得到一些有益的结论。  相似文献   

Numerical analysis for random temperature fields of embankment in cold regions   总被引：1，自引：0，他引：1  

LIU ZhiQiang    LAI YuanMing  ZHANG MingYi & ZHANG XueFu State Key Laboratory of Frozen Soil Engineering  Cold  Arid Regions Environmental  Engineering Research Institute  Chi- nese Academy of Sciences  Lanzhou  China  School of Civil Engineering  Lanzhou Jiao Tong University  Lanzhou  China  Chongqing Jiao Tong University  Chongqing  China 《中国科学D辑(英文版)》2007,50(3):404-410

The stochastic finite element equations for random temperature are obtained using the first-order per-turbation technique taking into account the random thermal properties and boundary condition, based on heat transfer variational principle. The local average method for 2-D is used to discretize random fields. Then, the random temperature fields of embankment in cold regions are investigated on condi-tion that the thermal properties and boundary condition are taken as random fields, respectively, by using the program, which is written by the methods. The expected value of temperature field and the standard deviation of the temperature field of embankment in cold regions are obtained and analyzed.  相似文献