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1.
泥质膨胀岩崩解物粒径分布与膨胀性关系试验研究   总被引：2，自引：0，他引：2  
崩解性是膨胀岩最基本的特性之一,但在膨胀岩膨胀性的快速判别指标中少见关于崩解性及崩解物的定量指标。因此,有必要开展膨胀岩崩解物粒径分布特征和崩解性与膨胀性之间关系的研究,以对膨胀岩的快速判别进行补充。以浙江台州黑洞、蛇蟠岛和新疆大阪隧洞泥质岩样品为例,进行了干燥饱和吸水率和干燥饱和崩解试验,并分析了干燥崩解物粒径分布特征、耐崩解性指数及其与基于干燥饱和吸水率的膨胀性判别结果之间的关系。结果表明,膨胀岩膨胀性的强弱与其崩解物的最大含量粒组颗粒粒径、有效粒径和耐崩解性指数呈反相关关系。膨胀岩崩解物粒径分布的差异性对其膨胀性具有一定的指示意义。  相似文献   

2.
The objective of this study was to compare the laboratory slaking behavior of common clay-bearing rocks to their slaking behavior under natural climatic conditions observed during a 1-year experimental study. Five-cycle slake durability tests were performed in the laboratory on five claystones, five mudstones, five siltstones, and five shales. Twelve replicate specimens of each of these 20 rocks were also exposed to natural climatic conditions for 12 months. After each month of exposure, one replicate specimen of each rock was removed from natural exposure and its grain size distribution was determined. The results of laboratory tests and field experiment were compared in terms of 1st, 2nd, 3rd, 4th, and 5th cycle slake durability indices (Id1, Id2, Id3, Id4, Id5), grain size distribution of slaked material, and disintegration ratio (D R), where D R is the ratio of the area under the grain size distribution curve of slaked material for a given specimen to the total area encompassing all grain size distribution curves of the specimens tested. Correlations of Id1, Id2, Id3, Id4, and Id5 with D R values for laboratory specimens exhibit R 2 values of 0.87, 0.88, 0.83, 0.75, and 0.70, respectively. However, the relationship between Id2 and D R, determined after 1, 3, 6, and 12 months of natural exposure, becomes weaker with increasing time of exposure, with R 2 values of 0.65, 0.63, 0.63, and 0.25, respectively. The fifth-cycle slake durability index (Id5) for laboratory tested specimens shows a better correlation with D R values for naturally exposed specimens (R 2 up to 0.80). A comparison of grain size distribution curves of slaked material for laboratory specimens, after the 2nd cycle slake durability test, with those of specimens exposed to natural climatic conditions shows that the laboratory test underestimates the field durability for claystones, and overestimates it for siltstones.  相似文献   

3.
Some instability problems were found on natural or engineered slopes mostly lying on Subang claystones. The instability problems included excessive erosion, slumps and rock falls. The field performance surveys of the problems suggested that the claystones physically weather rapidly so that the rock properties they exhibit during excavation often change to properties with a more characteristic of soil. Such a phenomenon is generally known as a slaking process. In order to gain better understanding about the slaking of Subang claystones, a series of experimental laboratory studies were carried out involving a modified slaking index test. Claystone samples used in this study were obtained from their exposures along the Northern West Java area of Indonesia. Petrographic analysis was correspondingly performed to identify mineral and texture/fabric, and in turn, to determine the inherent factors of the rocks which might affect the slaking process. The stssudy results indicated that the claystones were characterized by high to very high slaking properties having a maximum slaking index (Is) of 57.4% and a mean Is of 43.8%. Major dispersion slaking on sample surfaces and high cracking in response to excessive swelling were recognized as main slaking modes within the claystones. All samples lose progressively less material through the five wet–dry cycles of a slaking index test, indicating a decelerated slaking rate. It was evident that the main inherent factors controlling the slaking process were expandable clay mineral smectite, non-clay mineral pyrite and soluble mineral calcite. Moreover, a quite important of inherent bonding material and stress release energy in the slaking characteristics of the claystones was revealed by a closure phase of an initial hairline crack during unloading.  相似文献   

4.
《Engineering Geology》2000,57(3-4):215-237
Weathering can induce a rapid change of rock material from initial rock-like properties to soil-like properties. The resistance of a rock to short-term weathering is described through a durability parameter called the slake durability index. As durability is an important engineering parameter, particularly for weak and clay-bearing rocks, it was assessed by a number of tests. The main purpose of this study is to assess the influence of the number of drying and wetting cycles and controls of mineralogical composition and strength on durability. For this purpose, 141 samples of different types of weak and clay-bearing rocks were selected from different parts of Turkey, and relationships between the above-mentioned rock characteristics were statistically investigated. The samples were subjected to multiple-cycle slake durability testing, X-ray diffraction (XRD) analysis and uniaxial compression testing. In addition, to assess the influence of mineralogical composition on durability, the mineral contents of the original material and the material passing from the drum of the slake durability apparatus after each cycle were also determined by XRD. The results indicate that the type and amount of clay minerals are the main factors influencing the variations of the slake durability index in all samples. The durability of the clay-bearing rocks studied correlates best with the amount of expandable clay minerals. A strong relationship between the uniaxial compressive strength and the fourth-cycle slake durability index is found only for the marls among the rock types studied. Assessment of gradation results of the spoil pile materials consisting of clay-bearing rocks also reveals that the increase in percentage of fines in old piles is indicative of material degradation, as is evident by multiple-cycle slaking. It is emphasized that two-cycle conventional slake durability testing did not appear to offer an acceptable indication of the durability of weak and clay-bearing rocks when compared with multiple-cyclic wetting and drying. Comments on the performance of the test are made that aim to make the testing process and interpretation of the results more reliable.  相似文献   

5.
The Ataturk Dam is the fourth largest clay cored rock-fill dam in the world. Located in southeastern Turkey, it is the centrepiece of a project called the Southeastern Anatolian Project (GAP). The construction of the dam was finished in the short time of 3 years and 8 months in August 1990. As the reservoir level started to rise, settlement problems started to occur along the crest reaching considerable levels by May 1992 and the weathered vesicular basalt used in the rock-fill section of the dam started to slake seriously. The elevation of the crest has fallen down to such an extent that now the upper part of the dam is being reconstructed to the original height of 549 m in order to maintain the 7 m freeboard and keep the dam operational. The settlement and slaking problems of the dam were investigated both in the field and the laboratory using soil and rock mechanical techniques. Standard proctor tests were run to determine the optimum moisture content at which the highest dry density (best compaction) is obtained during compaction of the impervious clay core. Consolidation tests were performed on undisturbed compacted clay core samples to determine if the field compaction of the clay core was done to the standards determined in the laboratory. Unconfined compression tests were run on the two different (sound aphanitic and weathered vesicular) basalts used in the rock-fill section of the dam to determine their unconfined compressive strengths. Slake durability tests were run on the same basalts to determine their durability under wetting and drying cycles. Petrographic and X-ray analysis were done so as to study the mineralogical contents of the two basalts and in turn, to determine the cause of rapid slaking of the vesicular textured weathered basalt. The consolidation test results show that, the field compaction of the impervious clay core of the dam was not done to the standards determined through the proctor tests in the laboratory. The unconfined compressive strength of the sound aphanitic basalt is more than ten times greater than the weathered vesicular basalt, and while the former has extremely high durability the latter only has medium durability. Because of nontronite (iron montmorillonite) and secondary calcite amygdules filling the vesicles, the weathered vesicular basalt used in the rock-fill section is slaking badly causing additional settlement and landslides both in the clay core which is already settling and the rock-fill section of the dam. With the continuing slaking, the present reconstruction of the crest up to the theoretically intended height of 549 m to maintain the 7 m freeboard and keep the dam operational seems only to be a temporary solution.  相似文献   

6.
Three calcitic marble types often used as cladding material and different in lattice preferred orientation (texture), grain shape preferred orientation, grain size distribution and grain interlocking are investigated to study the combined effect of thermal cycles (day-night) and moisture on the decay of marble, particularly on the bowing phenomenon. Repetitive heating-cooling under dry conditions leads to considerable inelastic residual strain only in the first thermal cycle. The residual strain continuously increases again if water is present, whereby the moisture content after a thermal cycle has a certain impact on the decay rate. The water-enhanced thermal dilatation strongly correlates with the deterioration rate obtained from the laboratory bow test. All applied approaches reveal that the texture in combination with the grain shape preferred orientation control the intensity and anisotropy of marble deterioration, thus, the cutting direction of facade panels has to be considered in terms of durability. On-site analysis from building facades confirm the laboratory results such as the bowing tendency of different marbles, directional dependence, relevance of moisture content during cyclical heating and the loss of strength due to environmental impact.Special Issue: Stone decay hazards  相似文献   

7.
黏土岩的崩解过程易受环境条件(如崩解液特征)影响,酸雨作用对其影响显著,但其酸雨崩解特征有待研究。目前对黏土岩崩解特征的评价多采用耐崩解性指数,仅考虑崩解后大于2mm的残留颗粒质量,未反映崩解后的整体粒径分布特征。本文以典型酸雨区攀枝花机场滑坡为依托,选取滑带粉砂质泥岩,开展不同pH值条件下的岩石崩解试验;引入分形理论,建立分形维数与酸雨历时、降雨酸度间的相关关系,定量刻画粉砂质泥岩酸雨崩解特征及影响因素;采用电感耦合等离子体发射光谱法分析不同酸度崩解溶液的离子成分差异,以探索降雨酸度造成岩石崩解特征差异的本质原因。结果表明:采用分形理论可以较好地反映粉砂质泥岩酸雨崩解特征,分形维数越大,粉砂质泥岩崩解程度越大;分形维数与酸雨历时、降雨酸度之间皆存在明显对数正相关关系;不同降雨酸度粉砂质泥岩崩解特征存在差异的原因在于白云石、方解石溶蚀程度不同。研究成果可为酸雨地区黏土岩的工程性质评价提供参考。  相似文献   

8.
Slake durability is an important geotechnical parameter and is a measure of degradability of rocks due to the process of mechanical and chemical breakdown. It is closely related to the mineralogical composition and the texture of the rocks. In this paper, mineralogical examination along with slake durability tests under variable pH conditions, both in acidic and alkaline environments, on the limestone, shale and siltsone were evaluated to understand the relationship between mineralogy and the degradability of rocks. The study revealed that rocks rich in calcium carbonate and or magnesium carbonate are adversely affected in the acidic environment, whereas, the rocks rich in quartz, feldspar and muscovite are independent of the pH of the slaking fluid, which in turn, is more influenced by the texture of the constituent minerals. It has also been observed that fine grained rocks are more susceptible to degrade in comparison to the coarse grained rocks.  相似文献   

9.
The durability is a measure of the rock’s ability to resist degradation during its working life. Rock durability is greatly related to the mineralogical composition of rocks, rock texture (crystal interlocking, crystal shape and size), and the nature of fluids that are in contact with rock. Marbles have been among the most important building materials since ancient times. The main aim of this study is to evaluate the durability of Al Masjid Al-Haram marble and Ordinary white marble “Carrara” (M1 and M2) and develop some correlations among the physical and mechanical properties such as P-wave velocity, slake durability index, dry uniaxial compressive strength (UCSDry), abrasion resistance, point load index, impact strength index, Brazilian tensile strength, and Shore hardness. After testing and the evaluation of the test results, strong statistical correlations were found between P-wave velocity and other rock properties. Statistical correlations between the UCSDry other tests were also carried out. The coefficients of regressions (R2) range from 0.6177 to 0.997. The study shows that the UCSDry values of M1 and M2 have positive relationship with P wave velocities. Concluding remark is that the rocks tested in the study have good durability characteristics and can be reliably used for construction projects. On the other hand, the derived empirical equations can be used for the estimation purposes for similar rock types.  相似文献   

10.
在六盘山盆地新生界清水营组石膏中发现了大量的油气包裹体,而油气包裹体的研究对认识盆地新生界油气成藏条件,拓展盆地油气勘探思路具有重要的意义.通过野外地质调查、样品采集和分析测试等手段对清水营组石膏中油气包裹体的发育特征和组成特征进行研究,并开展油源对比,分析油气包裹体中油气的来源和形成过程,探讨了六盘山盆地新生界油气成藏条件和运聚特征.结果表明:清水营组结晶状石膏中油气包裹体中原油来源于清水营组烃源岩;纤维状石膏脉中油气包裹体原油来源于白垩系马东山组烃源岩.六盘山盆地清水营组泥岩具有生烃潜力,是盆地潜在的烃源岩;白垩系烃源岩生成的油气可以沿着断裂等输导体系向上覆地层运移,并在新生界聚集,沟通白垩系烃源岩断层附近的新生界圈闭是六盘山盆地有利的油气聚集区.   相似文献   

11.
基于野外地质调查及采集样品的微观分析,文中详细研究了新疆乌苏地区新近系发育的石膏脉特征,并从古沉积环 境、成岩作用、风化作用和溶盐水注入期次等方面分析了石膏脉的形成过程。该区石膏脉发育形态特殊,主要是由两横两 纵4条线状主控石膏脉派生出的各种产状石膏脉组成,呈龟壳状。通过分析认为该石膏脉的形成过程共经历过4个阶段,炎 热的古沉积环境为沉积大量的石膏矿物奠定了基础,先成岩后胶结的成岩作用为石膏脉形成提供了必要条件,加上强烈的 风化作用和多期地表溶盐水注入和析出,形成了现今的龟壳状结构石膏脉。该套石膏脉的存在为推测盆地中心可能存在天 然储层裂缝改造区提供线索,并对西北地区新近纪干旱沉积环境具有一定的指示意义。  相似文献   

12.
To evaluate the texture-controlled part on the thermally induced degradation of marbles, the anisotropic thermal dilatation was calculated from texture analyses of four exemplary samples from the Carrara area in Italy and compared to experimentally measured dilatation coefficients. The thermal dilatation as determined in the experiment is controlled by an intrinsic part (anisotropic single crystal properties and texture) and an extrinsic part (e.g. thermally induced microcracks). As expected from theoretical calculations, there is a correlation between the strongest dilatation and the c-axis maxima and the weakest dilatation and the a-axis maxima according to the single crystal data of calcite. However, a quantitative correlation could not be established. Obviously, other fabric parameters like the grain size, grain shape anisotropies, grain boundary geometries and microcrack formation during heating modify the texture-controlled part significantly. After thermal treatment up to 130°C, all samples show a residual strain. However, the magnitude and directional dependence is remarkably different and is unequivocally correlated to both the microstructure and the texture. Since the number of parameters controlling the physical weathering is very large, a comprehensive quantification of fabrics is indispensible for the understanding of thermally controlled degradation processes of physical weathering in marbles.  相似文献   

13.
 Most of exogeneous epigenetic sulfur deposits are clearly associated with intensely karstified carbonate and sulfate rocks. This paper demonstrates, using the Pre-Carpathian region as an example, that karstification is one of the most important processes controlling the formation of sulfur deposits. This is determined by a coincidence of some major prerequisites of these two processes. In the Podol'sky and Bukovinsky regions the Miocene aquifer system is well drained by erosion valleys; the giant network caves known here in gypsum formed under past artesian conditions. In the region of sulfur deposits, associated with the same karstified gypsum strata, true artesian conditions still prevail. Hydrogeologic data show that abundant cavities detected in the vicinity of sulfur deposits can be interpreted as having the same origin as the fossil caves of the Podol'sky and Bukovinsky regions. The current widespread belief that the gypsum/anhydrite stratum in the region is aquifuge separating the Miocene aguifers is inadequate. This belief caused much controversy with regard to the genetic interpretations of sulfur deposits in the region. Caves formed by the upward water flow through the gypsum/anhydrite stratum govern the water exchange between the aquifers within the aquifer system. A new karst model for the formation of sulfur deposits is suggested. It agrees well with the hydrogeological features of the Miocene sequence and with biogeochemical mechanisms of sulfur origin in low-temperature diagenetic environments. Received: 16 February 1995 · Accepted: 4 June 1996  相似文献   

14.
李昆鹏  赵晓彦  肖典  李晋 《岩土力学》2020,41(8):2693-2702
酸雨区泥质岩崩解相对于非酸雨区显著增强,但其机制尚有待进一步研究。以酸雨条件下水化学损伤的形成及其发展特性入手,选取典型酸雨区攀枝花市机场滑坡粉砂质泥岩,进行不同pH值条件下（pH=7、5、3）的耐崩解性试验。通过测定试验后崩解液离子成分变化、观察酸雨作用前后粉砂质泥岩薄片镜下特征、分析试样崩解破坏模式,探究酸雨水化学损伤加剧粉砂质泥岩崩解的细观机制;引入比表面积增量指标表征崩解残留物破碎程度,定量评价酸雨水化学损伤对粉砂质泥岩崩解的加剧效果。研究结果认为,粉砂质泥岩酸雨水化学损伤主要源于特定矿物的溶蚀,为其崩解劣化提供额外路径;随着崩解液pH值降低,粉砂质泥岩水化学损伤增强,崩解路径增多,崩解破坏模式发生转化,崩解残留物愈发破碎;采用比表面积增量指标可良好反映崩解残留物的破碎程度,崩解残留物愈破碎,比表面积增量指标值越大,粉砂质泥岩崩解程度越高。结论可为酸雨地区岩土体工程性质评价及加固设计提供理论参考。  相似文献   

15.
从靖边潜台奥陶系马五段主要岩石类型出发,综合分析沉积特征和地球化学特征,认为靖边潜台奥陶系存在三种白云化作用:（1）泥粉晶云岩与硬石膏共生,形成于盐度较高的局限蒸发潮坪,为准同生白云化所形成;（2）粗粉晶云岩分布较局限,夹于与硬石膏共生的泥粉晶云岩层之间,不与硬石膏共生,但低有序度和略富钙的特征表明其为回流渗透白云化成因;（3）岩溶风化壳较发育区的孔洞缝中大量次生方解石的残余组构表明,去白云化之前的白云石以细砂晶为主,多为自形、半自形菱面体,部分具有环带构造和“亮边雾心”,形成温度为52.30℃~78.05℃,碳氧同位素特征与典型的埋藏白云石较接近,说明其为浅-中埋藏环境下形成的白云石。这三种白云化作用中,准同生白云化是最主要最普遍的白云化类型,其次是浅-中埋藏白云石,回流渗透白云化分布较局限。明确马五4亚段的白云化类型,对于重建岩相古地理、研究储层的形成机理、提高勘探的成功率有重要意义。  相似文献   

16.
Geologic structures can represent planes of preferential weakness that, by dismembering the roof beam, may contribute to the failure of roof spans. However, beam deflection and roof failure also occur in rocks where no visible geologic discontinuities are present. This suggests that roof failure may depend on rock strength, which in turn depends on intrinsic textural properties inherent to the rock. In this study, rock samples were collected from horizontal stress-related roof fall material in coal mines for petrographic characterization and compressive strength testing. Brittle, stress failure-prone rock types include thinly interlaminated siltstone and shale, and black shale that had been lightly recrystallized. Samples exhibit a narrow range of density values between approximately 2.5–3.0 g/cm3 but exhibit a wide range of unconfined compressive strength values, between approximately 20–70 MPa. Results of laboratory observations suggest that for samples of coal mine immediate roof shale, compressive strength is not well correlated with density, grain size, sutured grain boundaries, or quartz content. These results for shale are generally at odds with the results of similar studies for sandstone. The great variability of strength, texture, and mineralogy documented in these samples may be an indication of their complexity and the need for specialized methodology in the study of shale strength.  相似文献   

17.
不同粒径的月球橄榄石二向性反射特征研究   总被引：1，自引：0，他引：1  
研究月表矿物组成和分布,对于探测月表地质构造以及月球的起源和演化具有重要的意义。因此,物质成分探测一直是月球研究的重点课题之一。尽管人类已经能够从月球采集样品进行实验室分析,但遥感技术仍然是研究月球的主要手段。文中主要目的是模拟不同粒径下橄榄石的二向性反射特征。为此,首先提出模拟不同粒径下反射特征的方法,然后利用Hapke模型和Mie散射理论对不同粒径下富铁和富镁橄榄石的二向性反射特征进行了模拟。模拟结果显示,富镁橄榄石的二向性反射率较富铁橄榄石的反射率高。最后,分析了反射率差值和等效粒径的相关性。该结论为选择探月传感器的波段组合、识别橄榄石镁铁含量提供了理论依据,也为应用遥感数据的橄榄石的判别奠定了基础。  相似文献   

18.
Argillaceous rocks cover about one thirds of the earth's surface. The major engineering problems encountered with weak- to medium-strength argillaceous rocks could be slaking, erosion, slope stability, settlement, and reduction in strength. One of the key properties for classifying and determining the behavior of such rocks is the slake durability. The concept of slake durability index (SDI) has been the subject of numerous researches in which a number of factors affecting the numerical value of SDI were investigated. In this regard, this paper approaches the matter by evaluating the effects of overall shape and surface roughness of the testing material on the outcome of slake durability indices.

For the purpose, different types of rocks (marl, clayey limestone, tuff, sandstone, weathered granite) were broken into chunks and were intentionally shaped as angular, subangular, and rounded and tested for slake durability. Before testing the aggregate pieces of each rock type, their surface roughness was determined by using the fractal dimension. Despite the variation of final values of SDI test results (values of Id), the rounded aggregate groups plot relatively in a narrow range, but a greater scatter was obtained for the angular and subangular aggregate groups. The best results can be obtained when using the well rounded samples having the lowest fractal values. An attempt was made to analytically link the surface roughness with the Id parameter and an empirical relationship was proposed. A chart for various fractal values of surface roughness to use as a guide for slake durability tests is also proposed. The method proposed herein becomes efficient when well rounded aggregates are not available. In such condition, the approximate fractal value for the surface roughness profile of the testing aggregates could be obtained from the proposed chart and be plugged into the empirical relation to obtain the corrected Id value. The results presented herein represent the particular rock types used in this study and care should be taken when applying these methods to different type of rocks.  相似文献   


19.
硅质岩研究中的若干问题   总被引：18，自引：1，他引：18  
崔春龙 《矿物岩石》2001,21(3):100-104
硅质岩中隐藏着十分丰富的古地理、古环境、古构造及古气候、物源及成岩成矿等信息，而且硅质岩抵抗后期改造的能力较强，各种成因信息被较好地保存下来，为解决硅质岩的成因及相关的地质问题提供了有利条件。由于硅质岩粒度细，结构致密，野外研究取证工作有很大难度，室内研究成为重要的方式和手段。但目前的研究中还未解决成因的特征指示元素的载体问题和成因属性，不加区分地使用全岩化学分析和微量元素分析结果进行成因判别，使其成因的多解性和人为性成为一个普遍问题。本文从硅质岩的建造、组构、古生物、阴极发光特征等方面讨论了可反映硅质岩成因的若干问题，所以也是今后进行硅质岩研究中应该注意和解决的问题。  相似文献   

20.
Thirty bulk samples of hard soils-soft rocks such as marls, originating from Euboea Island and Peloponnesus area, were investigated to evaluate their geotechnical behavior. Specifically, by conducting a series of physical and geotechnical tests, such as liquid limit and plastic limit tests, along with the estimation of the grain size fraction, Slake Durability and Point Load Test. Certain parameters were determined and used for empirical correlations with their mineralogical characteristics. The mineralogical composition was determined by X-ray diffraction, thermo-gravimetric and thermal analysis, succeeded by textural analysis performed by Optical Microscope. With the help of the above mentioned tests, we interpreted the observed geotechnical behavior of the examined weak rocks by means of mineralogical composition and texture. Durability and the unconfined compressive strength was found to be influenced by high percentages in carbonate minerals. In addition, it was found that a decrease in clay content resulted in higher strength and durability values. The concluded empirical correlations verified the influence of these parameters and gave a general overview of the engineering behavior of the examined weak rocks.  相似文献   

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