Deterioration of the volcanic kerb and pavement stones in a humid environment in the city centre of Izmir, Turkey     

A. B. Yavuz 《Environmental Geology》2006,51(2):211-227

?zmir is the third largest city in Turkey and has being the centre of art, culture, tourism and trade activities throughout the 5,000 years of its history. Natural stones brought from different parts of the world have been widely used for construction of the prestigious buildings, monuments and roads etc., in the past in the city. Renovation of the street pavements and public gathering areas in the city centre has been undertaken by the Metropolitan Municipality in 2000 and continued through the year of 2001. These renovation activities have mainly been carried out in the streets running parallel to the sea shore. Volcanic rocks brought from the Central Anatolia Ankara-Gölba?? (andesites) and Kayseri-?ncesu (tuffs) have been used in the renovation works. These rocks have shown extensive deteriorations within 4 years of their usage between 2001 and 2005 under the influence of different environmental factors. In this study, the deteriorations developed in the recently placed volcanic rocks used as kerb and pavement stones in the city centre of ?zmir in the light of their mineralogical, chemical, physical and mechanical properties, used locations and the environmental factors are presented.  相似文献   

Cacti–shrub interactions in the coastal desert of northern Sinaloa, Mexico     

Alvaro Reyes-Olivas  Edmundo García-Moya  Lauro Lpez&#x;Mata 《Journal of Arid Environments》2002,52(4):431

Spatial patterns and replacement in ten cacti were studied on an island of the coastal desert of Sinaloa, México. Four platyopuntias had 74–92% of their individuals beneath shrub canopies, whereas three globose cacti, one columnar cactus and two cylindropuntias had similar or higher percentages of individuals in open spaces. This study advances the idea that open-space colonization is enhanced by less harsh physical and biotic conditions in coastal deserts, and by certain morphological and physiological adaptations of cacti. The absence of nurse-shrub replacement is understood as a result of induced co-existence by physical damage from cyclones in the coastal zone.  相似文献   

重庆市北碚醪糟坪泥石流防治工程探讨     

冯俊录 《中国地质灾害与防治学报》2003,14(3):136-137,141

北碚醪糟坪泥石流防治工程，在施工中使用了多工艺方法，泥石流前缘采用桩、粱、锚支挡工程，相互连接及帷幕灌浆，改变土质性能，加强稳定性，泥石流中段大胆采用碎石毛石重力坝，阻拦上部泥石流，加上盲沟连接碎石桩和重力坎，排泄地下水、地表水。为了防止泥石流上段北岸继续造成滑塌，在北岸进行护坡桩保护。后缘是根据彻底根治原则，用人工挖孔抗滑桩，桩上端与横粱相连，粱与锚桩连接，切断了泥石流物质来源。该泥石流是地表水和地下水不畅通而引起的，在泥石流中下部修建了盲沟网格，明渠修建在下部外围稳定的土体上，水渠沟沟相通，最后集中排泄到明渠中流走。该泥石流采用综合整治方法，大胆使用碎石桩毛石重力坎，这一工艺获得了理想效果。  相似文献   

Organic litter: dominance over stones as a source of interrill flow roughness on low‐gradient desert slopes at Fowlers Gap,arid western NSW,Australia     

David Dunkerley 《地球表面变化过程与地形》2003,28(1):15-29

Thirty‐six runoff plot experiments provide data on flow depths, speeds, and Darcy–Weisbach friction coefficients (f) on bare soil surfaces, and surfaces to which were added sufficient extra plant litter or surface stones to provide projected cover of 5, 10 and 20 per cent. Precision flow depth data were derived with a computer‐controlled gantry and needle gauge for two different discharges for each plot treatment. Taking a fixed flow intensity (Reynolds number, Re = 150) for purposes of comparison shows means of f = 17·7 for bare soil surfaces, f = 11·4 for added stone treatments, and f = 23·8 for added litter treatments. Many individual values of f for stone treatments are lower than for the bare soil surface, but all litter treatments show increases in fcompared to bare soil. The lowering of f in stone treatments relates to the submerged volume that the stones occupied, and the associated concentration of flow onto a smaller part of the plot surface. This leads to locally higher flow intensities and lower frictional drag along threads of flow that the obstacles create. Litter causes higher frictional drag because the particles are smaller, and, for the same cover fraction, are 100 times more numerous and provide 20 times the edge or perimeter length. Along these edges, which in total exceed 2·5 m g^?1 (equivalent to 500 m m^?2 for a loading of 2 t ha^?1), surface tension draws up water from between the litter particles. This reduces flow depth there, and as a consequence of the lower flow intensity, frictional drag rises. Furthermore, no clear passage remains for the establishment of flow threads. These findings apply to shallow interrill flows in which litter is largely immobile. The key new result from these experiments is that under these conditions, a 20 per cent cover of organic litter can generate interrill frictional retardation that exceeds by nearly 41 per cent that of a bare soil surface, and twice that contributed by the same cover fraction of surface stones. Even greater dominance by litter can be anticipated at the many dryland sites where litter covers exceed those tested here. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

碎石桩加固冷却塔地基效果的检测技术与质量评价     

黄理兴  陈平 《岩土力学》1996,17(4):70-77

介绍了安阳电厂冷却塔碎石桩复合地基静载、动力触探、瑞利波法系列原位试验。根据试验结果，对冷却塔地基加固与改良效果及施工质量进行了评价。  相似文献   

土工带加筋碎石土本构关系的三轴试验研究     

李晓俊  白晓红  黄仙枝 《岩土力学》2004,25(Z2):57-60

通过碎石土和加筋碎石土的大型三轴试验,分析了土工带加筋碎石土的变形特性和土工带加筋对碎石土应力-应变关系的影响,采用双曲线函数拟合加筋土体的应力-应变试验曲线,建立了土工带加筋碎石土的非线性模型以克服经典的刚塑体模型不能反映加筋土体在达到破坏荷载前的变形形态的缺点,提出了土工带加筋土体切线模量的计算公式,该模型能正确反映土工带加筋土体的变形特性,在岩土工程方面有一定的实际应用价值.  相似文献   

山坡风化表层碎石爬行机理研究     

刘爱华  王思敬 《工程地质学报》1995,3(3):11-17

山坡风化表层碎石爬行运动是存在于自然界、受多种环境因素影响的一种地表缓慢地质变形现象。本文在介绍有关现场试验测量方法的基础上,通过对测量数据和实地观察结果的分析研究,初步描述了这一自然现象的运动机理和存在的运动形式,并提出了对这一自然现象进行可能的力学、数学模拟研究的初步设想和尝试。  相似文献   

红层泥岩半刚性基床结构动态变形试验研究     

荆志东  刘俊新 《岩土力学》2010,31(7):2116-2121

高速铁路要为列车的高速行驶提供一个高平顺性和稳定性的轨下基础,而路基作为轨道结构的基础,必须具有强度高、刚度大、稳定性和耐久性好的特性。由于红层泥岩属于软岩,工程稳定性差,以红层泥岩作为基床的填料,其刚度明显不足,所以为了弥补基床表层的不足,在其顶部添加一层水泥稳定级配碎石。为了验证这些措施的效果,以便指导工程设计和施工,通过足尺动态模型试验,模拟在实际荷载条件下基床的动态变形特性,结果表明,采用水泥稳定级配碎石作为基床表层填料,静态变形明显降低,能够大幅降低动荷载作用时的动变形,减少了基床结构的永久变形,增强了轨道结构的稳定性。  相似文献   

中国赏石文化内涵之探讨     

裘伟明 《上海国土资源》2010,(1):58-63,66

本文通过对中国赏石文化的历史、理念、人文、艺术和学术的探讨,试图从中发掘中国赏石文化的内涵,把古代＂瘦漏透皱＂和现代＂形质纹色＂的相石标准,提升到＂道魂气韵＂的赏石意境。  相似文献   

微波等离子体炬质谱技术快速鉴别天然石材与人造石材   总被引：1，自引：1，他引：0  

周炜  熊海龙  杨美玲  陈焕文  屈颖  张兴磊  方小伟 《岩矿测试》2014,33(6):782-788

天然石材主要有大理石、花岗岩等;人造石材多以不饱和聚酯树脂为基料,添加适量的无机物粉料和添加剂固化制成。由于石材种类繁多,并且各种石材的岩体所含矿物成分也有差异,当前很少应用化学成分分析方法准确、快速鉴别天然和人造石材,仅有的红外光谱法由于对待测物纯度的要求较高而具局限性。本文基于微波等离子体炬源(MPT)同时具有热解吸与强电离能力,能在短时间内离子化待测物的特点,采用微波等离子体炬质谱(MPT-MS)技术,无需样品复杂预处理直接对天然与人造石材进行分析,获得正离子检测模式下在m/z 50~1000之间的石材的指纹谱图,并运用化学计量学的主成分分析(PCA)方法处理所获取的数据,实现了不同建筑石材的区分。结果表明,MPT-MS能够获得石材丰富的指纹谱图,结合PCA方法能够快速鉴别天然石材与人造石材,天然石材中解吸出的物质主要为CO₂和H₂O的团簇分子;而人造石材中解吸出的主要成分为有机物(人为添加的黏合剂等)。本研究采用的MPT-MS技术无需采用喷雾、激光、基质和加热等方法辅助,并且无需对石材进行任何复杂的处理即可进行质谱分析,从而获取石材表面及内部物质的质谱信息,为快速直接鉴定石材样品提供了一种新的质谱分析方法。  相似文献