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首页> 外文期刊>Engineering Geology >Petrographic features influencing basic geotechnical parameters of carbonate soft rocks from Apulia (southern Italy)
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Petrographic features influencing basic geotechnical parameters of carbonate soft rocks from Apulia (southern Italy)

机译:影响普利亚(意大利南部)的碳酸盐软岩基本岩土参数

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摘要

AbstractA multidisciplinary petrographic and geotechnical approach, aimed at understanding the conditioning by rock-fabric on the mechanical properties of carbonate soft rocks, is shown in this paper. The analysed rocks extensively crop out in the Apulia region and can be referred to three geological units: Pietra leccese (Late Burdigalian-Early Messinian), Calcarenite di Gravina (Middle Pliocene-Early Pleistocene) and Salentino Supersynthem (Midde-Late Pleistocene). 69 specimens of carbonate soft rocks, belonging to all these units, were selected from different sectors of Apulia region and characterized according to petrographic, physical and mechanical properties. Petrographic data allowed us to group all specimens in the following six classes: i) wackestone; ii) mud-dominated packstone; iii) packstone; iv) grainstone; v) floatstone; vi) rudstone. Differently, uniaxial compression strength (UCS) values classify the most part of specimens in “very low and low strength”, revealing a dominant weak resistance and high deformability. Particular attention has been given to the relationships between petrographic features and physical and mechanical parameters of the Apulian soft rocks by means of statistical tests based on the univariate analysis of variance (one-way Anova) and on the principal component analysis (PCA). At first, statistical analysis revealed that the rock geotechnical values are strictly dependent from the geological units. Particularly, the samples of Pietra leccese show significantly higher means of UCS, Young's modulus (Et), and dry unit weight than samples of the Calcarenite di Gravina Fm. Conversely, samples of this latter unit have significantly higher means of porosity, imbibition coefficient and permeability coefficient than those ones of the Pietra leccese fm. Moreover, statistical analysis was applied to estimate if geotechnical values differ according to the petrographic classes of the Calcarenite di Gravina Fm and to verify the covariance between the geotechnical parameters of this unit. The following results have been remarked: i) floatstone and rudstone have significantly higher means of UCS and dry unit weight, and lower means of porosity than finer-grained classes; ii) mud-dominated packstone has significantly lower means of UCS, dry unit weight, Et and permeability coefficient and higher means of porosity and imbibition coefficient than other petrographic classes; iii) grain-dominated, matrix-free, rudstone and grainstone have significantly higher values of permeability coefficient than mud-dominated classes; iv) the occurrence of carbonate lithoclasts and of different dominant couples of sparry cement in pore spaces, are two of the most important controlling factors of the rock strength, and can also explains much of the intraformational variability observed in geotechnical data.Total porosity has not a clear correlation with permeability. This means that the contribution of isolated pore spaces to the total porosity is relevant in Apulian soft rocks, as also suggested by the relatively low values of permeability compared to the relatively high percentages of total porosity. A multidisciplinary characterization of carbonate soft rocks based on petrographic analysis and geotechnical determination of physical and mechanical properties is here recommended for future studies since this approach can give useful information to understand the peculiar behaviour of carbonate soft rocks and to drive the subsequent geotechnical investigations.展开▼
机译:<![cdata [ 抽象 多学科岩体和岩土工程方法,旨在通过岩石织物理解碳酸盐柔软的力学性能岩石,在本文中显示。分析的岩石在普利亚地区广泛作出,可以提到三个地质单位:Pietra LeCcese(晚米迪亚尼语 - 早期Messinian),Calcarenite di Gravina(中间丙烯早期的更新烯)和Salentino Supersynthem(中等级好的更新世)。 69个碳酸盐软岩标本,属于所有这些单元,选自Apulia区域的不同扇区,并根据岩体,物理和机械性能的特征。岩体数据允许我们在以下六个课程中分组所有标本:i)wackestone; ii)泥浆主导的包装板; iii)包装; iv)造粒石; v)漂浮石; VI)Rudstone。不同地,单轴压缩强度(UCS)值在“非常低和低强度”中分类样本的大部分,揭示了耐受性的耐受性和高可变形性。通过基于单变量分析(单向ANOVA)和主成分分析(PCA)的单变量分析,通过统计检验对岩型软岩的岩石特征和普华软岩体物理和机械参数之间的关系进行了特别的注意。首先,统计分析显示,岩石岩土工程严格依赖于地质单位。特别是,Pietra LECCESE的样品显示出比Calcarenite di Grawina FM的样品显着更高的UCS,杨氏模量(ET)和干燥单位重量。相反,后一种单元的样品比那些Pietra LECCESE FM的孔隙率,吸收系数和渗透系数显着更高。此外,如果岩土性等级的岩石癖者DI Grawina FM的岩石类别不同,则应用统计分析来估计岩土学价值,并验证本机的岩土参数之间的协方差。下列结果已被评为:i)漂浮石和鲁德石具有明显更高的UCS和干燥单位重量的方法,比细粒粒度更低的孔隙手段; ii)泥浆主导的包装石具有显着降低的UCs手段,干燥单位重量,ET和渗透系数,孔隙率高的手段和比其他岩型课程更高; III)晶粒占主导地质,无葡萄牙和磨石的渗透系数值明显高于泥浆主导的课程; iv)碳酸盐锂菌状物的发生和孔隙空间中的不同型水泥的不同主体伴侣,是岩石强度最重要的控制因素中的两个,并且还可以解释在岩土数据中观察到的大部分内部变异性。 总孔隙度与渗透性没有明确的相关性。这意味着分离的孔隙空间与总孔隙率的贡献在Apulian软岩中是相关的,与相对较高的总孔隙率相比的相对较高的渗透性值相比,也是如此。基于岩体分析和岩土地确定物理和机械性能的碳酸盐软岩的多学科表征在此建议未来的研究,因为这种方法可以提供有用的信息,以了解碳酸盐软岩的特殊行为并推动随后的岩土性研究。< / ce:简单 - 段>

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