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1.
陈坤 《甘肃地质》2007,(Z1):90-92
钻孔波速测试是对地基土力学性质进行原位测试方法中的一种,目前广泛应用于岩土工程勘察中,本文主要叙述了在进行钻孔波速测试时现场应注意的一些问题。  相似文献   

2.
单孔波速测试的传统做法是在地面激振,在孔中接收,但该方法测试深度受限,测试精度较低,且对于海上钻孔来说,根本无法实现激振,故对于海洋工程钻孔的波速测试,则需要新技术来实现横波波速的获取。笔者介绍的悬挂式波速测井法将震源和检波器同时放入井孔中,摆脱了笨重的地面敲击震源,实现了波速测井设备的轻便化,由相距1 m的两个检波器接收S波的传播信号,为一发双收装置,利用传感器接收到震源传来的S波信号到达时间(初至)差,来确定钻孔所在处地层波速的一种新技术。该方法在南堡油田平台场址调查中发挥了重要作用,对120 m深的钻孔进行了横波测井,取得了良好的测试成果,为该工程项目提供了准确的剪切波速,为划分该场址的场地土类别发挥了重要作用。  相似文献   

3.
介绍了偏心式激振器在稳态瑞利波勘探中的应用,现场工作布置方法以及频散曲线的计算方法,并对稳态瑞利波法勘探与钻孔波速测试进行了对比,两者数据很接近, 偏心式激振器激振频率低,激振能量大,在稳态瑞雷波法勘探中应用效果很好,可以代替钻孔声波测试,进行地层波速测试,降低成本,提高工程勘察效率。  相似文献   

4.
单孔与跨孔波速测试在工程中的应用   总被引:1,自引:0,他引:1       下载免费PDF全文
陈哲  章中良  吴魁彬 《江苏地质》2010,34(2):192-195
波速测试是一种快速、准确的原位测试技术.通过波速测试可获得岩土体的弹性波速,为工程设计提供较为准确的动力学参数.钻孔波速测试常用的方法为单孔检层法与跨孔平穿法.介绍了单孔法与跨孔法波速测试的工作原理、现场测试、数据处理和资料分析过程.结合工程实例说明了两种测试方法的区别及其在岩土工程勘察设计中的应用效果.  相似文献   

5.
波速扁铲侧胀仪(SDMT)是由标准的扁铲侧胀仪(DMT)和测量剪切波速砜的地震测试模块组成。综合描述了SDMT试验方法,对SDMT和钻孔波速试验测出的剪切波速砜比较,以及SDMT的液化判别初步分析。SDMT在南京的测试应用证明了SDMT的可靠性。  相似文献   

6.
曾群 《贵州地质》2002,19(4):253-255,252
通过工程实例说明钻孔波速测试可定量划分岩体质量单元,确定岩体完整性系数,并利用岩体的完整性系数Kv作为同完整程度岩体承载力的类比指标。  相似文献   

7.
黄土由于特殊的结构性导致其水敏性,以往相关研究多采用室内试验的方法。文章以动三轴弯曲元试验系统对原状黄土和饱和黄土在各级围压下的剪切波速与轴向变形进行了测试,并对兰州市西固区某饱和黄土场地进行了现场钻孔及原位试验。室内及现场试验结果表明,黄土遇水模量软化,饱和黄土更具有触变性。进一步对比饱和粉土与砂土的剪切波速与标贯击数统计关系,发现饱和粉土由于触变性导致标贯击数较小,而剪切波速为小应变无损测试,最终表现为剪切波速相同的饱和粉土与砂土,粉土标贯击数显著小于砂土。  相似文献   

8.
风化岩体的波速湿度效应   总被引:3,自引:0,他引:3  
对不同风化程度的岩体饱和含水率与其对应的饱和波速、干波速进行了相关研究,指出在岩体弹性波测试中水对波速的影响及其变化规律。建议在实际工作中,必须考虑水对波速影响这一重要因素。  相似文献   

9.
介绍了利用瑞利波,地质雷达,钻孔波速测试原理检测强夯碎柱复合地基的方法,实践表明,工程物探测结果与常规方法检测结果相一致, 有低成本,高效率等特点。  相似文献   

10.
上海场地土的脉动特性及剪切波速特征   总被引:3,自引:0,他引:3  
0 引言结合生产任务,在上海市区进行了大量剪切波速及地脉动测试。剪切波速测试主要采用跨孔法,个别采用检层法和表面波法。测试仪器为BISON15802型、ES1225型地震仪。在测定波速的钻孔附近地面,采用65型地震仪获取脉动信号的速度响应,经DF1型五线测震仪放大后输出到HP35665A型磁带记录仪和SC16型光线示波器,经变换处理和频谱分析,获得场地卓越周期和速度幅值等参数。上海位于长江三角洲前沿,面临东海。土层厚150~400m,与工程建设关系较密切的是地面以下80m范围内的土层,尤其是浅层土。工程地质资料表明,上海市浅层土(20…  相似文献   

11.
Dubravsky Massif菱镁矿体的开采产生了部分局限在石炭纪低裂缝渗透变质岩中的喀斯特型裂缝含水层。大量的开矿过程对含水层中的地下水循环和化学成分都造成了可观的变化。本文研究了在这种复杂条件下地下水化学成分变化成因模型。根据化学配位模型,计算出所选矿物的饱和指数,从而指示所有喀斯特裂缝含水层饱和带中的地下水对菱镁矿、白云石、方解石的过饱和度和石膏的不饱和度。假设地下水未受人类活动的污染,而白云石中黄铁矿的氧化对成矿影响甚微,则水化学数据的统计描述代表了含水层中的水文地球化学背景。矿山中矿石焙烧释放的富氮气体凝聚产生的醋酸,能促进菱镁矿和白云石的溶解。这样产生的地下水相对背景值来说则富集NO3,Mg,和TIC。因此,由于地下开矿,岩溶作用估计将是原来的1.5倍。尽管有污染,这些所测参数并没有超过斯洛伐克卫生保健部颁发的No.29/2002 Z.z.饮用水标准临界值。因此采矿后含水层的开采也是可行的。  相似文献   

12.
Relative percentages of sand, silt, and clay from samples of the same till unit are not identical because of different lithologies in the source areas, sorting in transport, random variation, and experimental error. Random variation and experimental error can be isolated from the other two as follows. For each particle-size class of each till unit, a standard population is determined by using a normally distributed, representative group of data. New measurements are compared with the standard population and, if they compare satisfactorily, the experimental error is not significant and random variation is within the expected range for the population. The outcome of the comparison depends on numerical criteria derived from a graphical method rather than on a more commonly used one-way analysis of variance with two treatments. If the number of samples and the standard deviation of the standard population are substituted in at-test equation, a family of hyperbolas is generated, each of which corresponds to a specific number of subsamples taken from each new sample. The axes of the graphs of the hyperbolas are the standard deviation of new measurements (horizontal axis) and the difference between the means of the new measurements and the standard population (vertical axis). The area between the two branches of each hyperbola corresponds to a satisfactory comparison between the new measurements and the standard population. Measurements from a new sample can be tested by plotting their standard deviation vs. difference in means on axes containing a hyperbola corresponding to the specific number of subsamples used. If the point lies between the branches of the hyperbola, the measurements are considered reliable. But if the point lies outside this region, the measurements are repeated. Because the critical segment of the hyperbola is approximately a straight line parallel to the horizontal axis, the test is simplified to a comparison between the means of the standard population and the means of the subsample. The minimum number of subsamples required to prove significant variation between samples caused by different lithologies in the source areas and sorting in transport can be determined directly from the graphical method. The minimum number of subsamples required is the maximum number to be run for economy of effort.  相似文献   

13.
Summary Finite element analyses were conducted to investigate the magnitude of tensile strains imposed on landfill liners due to the formation of subsurface cavities. The study incorporated the significance of using geogrids to reduce the magnitude of strains and possibly the potential for collapse of landfill liners. Variations of key parameters included depth of overburden (D) and diameter of the cavity (B). Estimated stress distributions were compared to theoretical values obtained from a model reported in the literature. Results indicated that, contrary to conventional wisdom, the critical area based on the mechanics of arching was above the edge of the cavity where stress concentration occurred. Incorporation of geogrid reinforcement reduced the magnitude of tensile strains. The tensile force in the geogrid was dependent upon the size of the cavity, the depth of the overburden, and the applied pressure.  相似文献   

14.
Most of the rocks in Precambrian shield areas have experienced a complex structural and metamorphic evolution, processes which have a strong influence on bedrock quality. The properties vary on both a local and a regional scale. It is highly beneficial to know the variations in detail when exploiting the rocks for industrial purposes. The main objective of the investigation was to study the variation of rock mechanical properties in an originally more or less isotropic rock at various stages of ductile deformation. The rocks investigated were Paleoproterozoic and with ages of ca. 1.80-1.88 Ga, and the areas chosen for sampling were situated north-east of Lake Vänern (Kristinehamn; 10 samples), south of the city of Eskilstuna, South Central Sweden (5 samples) and south of Ödeshög, near Lake Vättern in southern Sweden (7 samples). The 12 samples from the latter two areas are described in this investigation, while the 10 samples from Kristinehamn have been published earlier (Göransson et al., 2004). A comprehensive study of various parameters of importance for bedrock quality has been performed on all samples, e.g. studded tyre test (STT) and Los Angeles test (LA), uniaxial compressive strength (UCS), ultrasonic velocity, perimeter measurements of mineral phases, and petrographic and chemical analyses. The weakly deformed and massive (more or less isotropic) rocks show a tendency towards better properties of abrasion (STT) than the strongly deformed rocks and this can also be said for UCS, reflecting the greater ability of rocks to split along foliation planes. This is not entirely unambiguous, as the more deformed rocks, such as the mylonites, may have varying properties. This depends on the combined effects of, e.g. grain size, recrystallisation and foliation. However, the brittleness (LA) shows somewhat better values with increased deformation. This may depend on higher amounts of dark minerals, as their existence does not affect this test as much as in the case of abrasion tests. The perimeter values of the mineral phases display generally higher values, i.e. grain boundaries for the more strongly deformed rocks are more complicated. However, the values for the investigated mylonites may vary between low and high. The lower value may be due to dynamic recrystallisation and the creation of triple points (static recrystallisation) making the rock weaker. Besides, the development of a strong foliation may decrease rock strength despite the usually finer grain size. The results show that it is extremely important to consider all possible variations of bedrock before classification and exploitation, as the bedrock material in fact is highly heterogeneous.  相似文献   

15.
The flooding of the abandoned iron mines of Lorraine leads to a degradation of the groundwater quality. Laboratory experiments allowed us to build a kinetic chemical model based on simple chemical mechanisms. During mining operations, pyrite oxidation and carbonate dissolution lead to the precipitation of gypsum. The local decrease of pH favours local dissolutions of minerals and releases ions that are fixed on cationic exchange sites. During the flooding of the mine workings, the dissolution of the newly precipitated gypsum, the precipitation of carbonates and cationic exchange reactions are responsible for the increase of the concentrations of sulphate, magnesium, sodium, potassium and strontium in water. Thereafter, these concentrations would decrease with the natural leaching of the mining reservoir. To cite this article: P. Collon et al., C. R. Geoscience 336 (2004).  相似文献   

16.
Z.V. Spetsius   《Lithos》2004,77(1-4):525-538
Highly aluminous xenoliths include kyanite-, corundum- and coesite-bearing eclogites, grospydites and alkremites. These xenoliths are present in different kimberlites of Yakutia but have most often been found in Udachnaya and other pipes of the central Daldyn–Alakitsky region. Kimberlites of this field also contain eclogite-like xenoliths with kyanite and corundum that originate in the lower crust or the lower crust–upper mantle transition zone. Petrographic study shows that two rock groups of different structure and chemistry can be distinguished among kyanite eclogites: fine- to medium-grained with mosaic structure and coarse-grained with cataclastic structure. Eclogites with mosaic structure are characterized by the occurrences of symplectite intergrowths of garnet with kyanite, clinopyroxene and coesite; only in this group do grospydites occur. In cataclastic eclogites, coarse-grained coesite occurs, corresponding in size to other rock-forming minerals. Highly aluminous xenoliths differ from bimineralic eclogites in their high content of Al2O3 and total alkali content. Coesite-bearing varieties are characterized by low MgO content and higher Na/K and Fe2+/Fe3+ ratios, as well as high contents of Na2O. Geochemical peculiarities of kyanite eclogites and other rocks are exhibited by a sloping chondrite-normalized distribution of rare earth elements (REE) in garnets and low Y/Zr ratio, in contrast to bimineralic rocks. Coesite is found in more than 20 kyanite eclogites and grospydites from Udachnaya. Grospydites with coesite from Zagadochnaya pipe are described. Three varieties of coesite in these rocks are distinguished: (a) subhedral grains with size of 1.0–3.0 mm; (b) inclusions in the rock-forming minerals; (c) sub-graphic intergrowths with garnet. The presence and preservation of coesite in eclogites indicate both high pressure of formation (more than 30 kbar) and set a number of constraints on the timing of xenolith cooling during entrainment and transport to the surface. Different ways of formation of the highly aluminous eclogites are discussed. Petrographic observations and geochemistry suggest that some highly aluminous rocks have formed as a result of crystallization of anorthosite rocks in abyssal conditions. δ18O-estimations and other petrologic evidence point out the possible origin of some of these xenoliths as the result of subduction of oceanic crust. Diamondiferous samples have been found in all varieties except alkremites. Usually these eclogites contain cubic or coated diamonds. However, two sample corundum-bearing eclogites with diamonds from the Udachnaya pipe contain octahedra that show evidence of resorption.  相似文献   

17.
The study of sedimentary facies in the quarry of Dompcevrin (Middle Oxfordian) located northwestward of St-Mihiel (Meuse department) provides evidences of high-energy depositional conditions. The occurrence of beaches associated with hurricane coral breccias containing megaclasts is characteristic of platform edge environments. The open sea was located northeastward, in the direction of Germany, as it is indicated by the direction of progradation of beaches. It is concluded that the Oxfordian carbonate platform of Lorraine was opened to the northeast toward the Germanic Sea during the Middle Oxfordian. To cite this article: C. Carpentier et al., C. R. Geoscience 336 (2004).  相似文献   

18.
The investigation of the occurrence of lead in dated snow and ice from Greenland and Antarctica has played a major role in our understanding of the history of the pollution of the atmosphere of our planet by this metal. Such studies have however proved to be very demanding, mainly because of the extreme purity of polar snow and ice. Reliable measurements can be obtained only if ultra-clean and highly sensitive procedures are used, as pioneered by Clair Patterson. The Greenland data show evidence of large-scale pollution of the atmosphere of the Northern Hemisphere for lead as early as two millennia ago during Greco–Roman times, especially because of mining and smelting activities in southern Spain. It peaked at the end of the 1960s, with lead concentrations in snow about 200 times higher than natural values, before declining during recent times because of the fall in the use of leaded gasoline. Lead pollution in Antarctica was already significant at the end of the 19th century as a consequence of whaling activities, the traffic of coal-powered ships crossing the Cape Horn, and mining activities in South America, South Africa and Australia. After declining because of the opening of the Panama Canal, the great economic depression and World War II, it reached a maximum during the 1980s, with lead concentrations 20 times higher than natural values. Other studies focus on past natural variations of lead in ancient ice dated from the last climatic cycles. To cite this article: C. Boutron et al., C. R. Geoscience 336 (2004).  相似文献   

19.
The localization and chemical composition of the galena from the Partizansky base metal-skarn deposit have been studied in the Second Contact ore body and Bol’nichnaya ore lode. The Partizansky deposit was formed during two stages: base metal-skarn and silver-sulfosalt. Much of the galena was deposited with the productive galena-sphalerite assemblage at the first stage. The galena of the productive stage of the Second Contact body shows wide variations in trace element composition. The galena from the root zone of the ore-bodies (the level of ?135 m) is characterized by steady high contents of economically important isomorphic and mechanical admixtures of bismuth and silver. The galena from the middle levels is almost devoid of isomorphic admixtures and occasionally contains fine inclusions of Ag-tetrahedrite. The high silver (and stibium) contents in the galena from the uppermost horizon (the level of +285 m) are mainly related to mineral inclusions of diverse silver minerals of the late silver-bearing assemblage. The galena from the Bol’nichnaya lode over a large depth interval has elevated contents of isomorphic silver and bismuth, with abundant inclusions of native bismuth.  相似文献   

20.
A study of the form and characteristics of the reservoirs and aquifers of southwestern Tunisia has been carried out from 62 petroleum explorations and hydrogeologic wells and structural maps. The evolution of basins can be deduced from the tectonic history. The Jurassic reservoirs are represented by the Upper Nara carbonates. The petrophysical characteristics and the fracturation affecting the Nara carbonates reveal the existence of very good reservoirs. Several reservoirs have also been identified in the Lower Cretaceous. These reservoirs are made of sandy levels, interbedded with shale, carbonates and dolomites. In addition, petroleum and hydrogeologic studies have revealed that potential aquifers may occur in two provinces (near the Chott Basin and east–west faults). Most of the geological formations in the South West of Tunisia are composed of sand, sandstone and limestone, with the existence of real aquifers. To cite this article: M. Chalbaoui, H. Ben Dhia, C. R. Geoscience 336 (2004).  相似文献   

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