基于Bishop条分法的边坡稳定分析及支护方案

结合柳州市柳东新区物流港片区在建道路的边坡支护工程实例,分析由于道路工程的路堑设计施工造成的高差约35 m高边坡,基于极限平衡理论的Bishop条分法理论分析,使用理正岩土设计软件对边坡进行滑动面选择,并进行稳定性分析及剩余下滑力计算,探讨锚索桩-墙复合垂直抗滑结构的设计思路;通过承载力极限条件对桩的截面尺寸和配筋进行复合;同时介绍垂直支护结构以上边坡坡面处理、防护、排水方案;为今后在道路工程造成的高边坡类支护、治理工程提供参考。     

滇西名山点苍山地区地貌结构与特征研究

通过野外细部考察地貌发育、地貌组合和室内实验相结合的方法, 对苍山 洱海地区层状地貌结构和特征进行了分析, 对苍山及其外围山地的寒冷地貌过程和第四纪冰川作用进行了研究. 结果表明: 点苍山发育两次冰川作用, 即大理冰期早期和晚期, 是中国大陆发育古冰川的最南界. 探讨了苍山山顶古夷平面、三级广布的侵蚀面、三级混杂堆积扇群及滨湖地区的地貌结构与特征. 位于苍山北部,比苍山主峰低800 m的罗坪山发育了倒数第二次冰期(即丽江冰期), 其以复合型山岳冰川的出现为表征. 最后对海东山地和花甸坝地堑谷的地貌特征做了研究.     

Analysis and seismic tests of composite shear walls with CFST columns and steel plate deep beams

A composite shear wall concept based on concrete filled steel tube （CFST） columns and steel plate （SP） deep beams is proposed and examined in this study. The new wall is composed of three different energy dissipation elements： CFST columns; SP deep beams; and reinforced concrete （RC） strips. The RC strips are intended to allow the core structural elements - the CFST columns and SP deep beams - to work as a single structure to consume energy. Six specimens of different configurations were tested under cyclic loading. The resulting data are analyzed herein. In addition, numerical simulations of the stress and damage processes for each specimen were carried out, and simulations were completed for a range of location and span-height ratio variations for the SP beams. The simulations show good agreement with the test results. The core structure exhibits a ductile yielding mechanism characteristic of strong column-weak beam structures, hysteretic curves are plump and the composite shear wall exhibits several seismic defense lines. The deformation of the shear wall specimens with encased CFST column and SP deep beam design appears to be closer to that of entire shear walls. Establishing optimal design parameters for the configuration of SP deep beams is pivotal to the best seismic behavior of the wall. The new composite shear wall is therefore suitable for use in the seismic design of building structures.     

微乳液聚合法合成聚苯乙烯/蒙脱土复合材料

微乳液聚合法是合成聚合物复合材料的新方法。用微乳液聚合法,先把苯乙烯单体引入蒙脱土层间,再引发聚合反应,利用聚合时放出的热量使蒙脱土片层间距增大,合成聚苯乙烯/蒙脱土复合材料,用XRD、FTIR及SEM等对材料进行表征。研究表明,用微乳液聚合法可使蒙脱土与聚苯乙烯较好地复合,且用CTAB改性蒙脱土合成的复合材料微观形态更加细小和均匀。     

新疆托克逊地区土壤微量元素异常成因及环境地球化学意义

通过对托克逊幅部分1：20万区域化探中土壤测量资料的整理分析，认为托克逊地区多元素综合异常是该区由盆地边缘向中心沉积物迁移分异与表生环境下元素再次分异富集的结果，其东部异常元素组合特点又反映该区深部有油气田存在的可能。多种元素异常丰度已超过地表土壤环境污染规定标准阈值，提出该区可能对农作物和人类健康造成危害的元素有F,Sr,Mo,MgO,V,Th,La,U,Ti,Mn，并固定污染区范围。     

Geological - Geophysical - Geochemical Exploration Models of Copper - Iron Deposits in Southeastern Hubei1

Abstract This paper discusses geological - geophysical - geochemical models of such typical deposits as the Tieshan - type Fe-Cu deposit, the Tonglushan - type Cu - Fe deposit, the Yehuaxiang - type Cu deposit, the Jiguanzui-type Cu - Au deposit, and the Tongshankou - type Cu(Mo) deposit. The models were established based on practical data of the polymetallic deposits dominated by copper ore in southeastern Hubei. These models, which are graphically illustrated in the paper, systematically summarize the metallogenic geological conditions and the geophysical-geochemical characteristics of copper deposits in this area. The models are of practical significance for studying copper deposits, predicting mineral resources, choosing exploration methods, and searching for ore deposits based on existing ones in the study area.     

复合土钉支护的有限元分析

复合土钉支护在软土地区深基坑支护中已得到广泛应用,但其设计计算理论却远远不能满足目前工程应用的需要。借助非线性平面应变有限元模拟方法,对复合土钉支护结构在分步开挖、分步支护过程中的变形性能进行研究,并通过与工程实例对比验证这一方法的合理性。最后对复合土钉支护设计提出初步看法。     

Composite suspended sediment particles and flocculation in glacial meltwaters: preliminary evidence from Alpine and Himalayan basins

Research over the last decade has shown that the suspended sediment loads of many rivers are dominated by composite particles. These particles are also known as aggregates or flocs, and are commonly made up of constituent mineral particles, which evidence a wide range of grain sizes, and organic matter. The resulting in situ or effective particle size characteristics of fluvial suspended sediment exert a major control on all processes of entrainment, transport and deposition. The significance of composite suspended sediment particles in glacial meltwater streams has, however, not been established. Existing data on the particle size characteristics of suspended sediment in glacial meltwaters relate to the dispersed mineral fraction (absolute particle size), which, for certain size fractions, may bear little relationship to the effective or in situ distribution. Existing understanding of composite particle formation within freshwater environments would suggest that in‐stream flocculation processes do not take place in glacial meltwater systems because of the absence of organic binding agents. However, we report preliminary scanning electron microscopy data for one Alpine and two Himalayan glaciers that show composite particles are present in the suspended sediment load of the meltwater system. The genesis and structure of these composite particles and their constituent grain size characteristics are discussed. We present evidence for the existence of both aggregates, or composite particles whose features are largely inherited from source materials, and flocs, which represent composite particles produced by in‐stream flocculation processes. In the absence of organic materials, the latter may result solely from electrochemical flocculation in the meltwater sediment system. This type of floc formation has not been reported previously in the freshwater fluvial environment. Further work is needed to test the wider significance of these data and to investigate the effective particle size characteristics of suspended sediment associated with high concentration outburst events. Such events make a major contribution to suspended sediment fluxes in meltwater streams and may provide conditions that are conducive to composite particle formation by flocculation. Copyright © 2002 John Wiley & Sons, Ltd.     

非开挖可控冲击矛用传扭胶管的研究设计

在试验基础上，分析了现有多种胶管的传扭能力，并参考国外胶管的结构，从而研究设计出传扭胶管，应用于非开挖可控冲击矛。     

路堤荷载作用下碎石桩复合地基桩土应力比计算及试验研究

深入分析了路堤等柔性荷载作用下碎石桩复合地基的工作机理,对路堤-碎石桩-桩间土系统进行合理简化,建立了桩土应力比计算模型,并给出关键参数的求解过程。基于最小势能原理,导得路堤荷载下碎石桩复合地基桩土应力比计算解析表达式,结合大型室内模型试验,通过对比试验过程中的全程监测数据,验证了理论解的正确性。探讨了各主要影响因素与桩土应力比之间的关系,结果表明：桩土模量比和置换率是应力比的主要影响因素,路堤高度与路堤材料的影响次之;当路堤高度较小时,随着高度增加,桩土应力比提高明显;但当路堤高度增大到一定值时,桩土应力比基本不变;增大填料剪切模量可略微增大应力比。