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1.
Francesca de Rienzo Pierpaolo Oreste Sebastiano Pelizza 《Geotechnical and Geological Engineering》2009,27(4):539-547
This paper introduces a 3D geological and geotechnical model of the subsoil of the city of Turin managed by means of a Geographical
Information System (GIS). The 3D GIS of the subsoil of Turin represents a useful decision-support tool in the underground
management for engineering purposes and it’s here proposed as base geological elaborate to support future underground work
in the city. In the final part of the paper, an application of the information coming from the 3D model is shown to define
the characteristics of the optimal excavation machines (the type and disposition of tools on the head and the necessary engine
power) for the future developments of the Underground Metro System. 相似文献
2.
The aim of the paper was to document the use of 3D subsurface geological-geotechnical modelling to optimise the planning and development of subsurface structures in city areas. The proposed procedure was applied to the analysis of the subsoil of the City of Turin (Northern Italy). The results of more than 300 boreholes were analysed to develop a model of the geological setting up to a depth of 60 m from the surface. The cementation variability of the alluvial sediments was also spatially described and the influence of this aspect on the soil excavation resistance was highlighted. In order to face the need of archiving, correlating and analysing a large amount of data, a 3D GIS (Geographical Information System) was used to better manage the model and to achieve a useful methodological reference that would be available for the planning and construction of future underground works.
A portion of the geological model, related to the centre of the city of Turin (Italy), was chosen to set up a more detailed geotechnical model, based on laboratory tests and back-analysis procedures, as data input for some engineering applications.
Two case studies were performed concerning:
- – analyses used to forecast the subsidence induced on the ground surface by the excavation of the metro line;
– the influence of the works of the metro line on the new Underground Railway Link (interference between two important underground works).
A comparison between the forecasts of the degree of cementation, supplied by the 3D model along a metro tunnel tract, and the excavation specific energy effectively absorbed by the head of the boring machine is reported to testify the reliability of the model of the subsoil of Turin centre. This comparison shows the good reliability of the model and its potential to choose of the optimal boring machines for the future development of the Underground Metro System in Turin. 相似文献
3.
Learning and local competitiveness: the case of Turin 总被引：2，自引：0，他引：2
Paolo Giaccaria 《GeoJournal》1999,49(4):401-410
This contribution aims to illustrate the most recent initiatives of cluster strategy analysis and implementation to revitalise the Turin metropolitan region. In the paper, theoretical and methodological, analytical and political assumptions interweave inextricably. For these reasons, it is divided into a number of distinct but sequential parts. First of all, the problem of regional competitive advantage and the underlying logic of interpretation are established as the expression of the structural dynamics that involve the contemporary economy.The quantitative and qualitative methodologies that were used to outline the existence of clustered business systems in the Turin region are then examined. More particularly, the Turin manufacturing system has been broken down into eight clusters of three different types: (a) strategic, (b) innovative, (c) traditional. Starting from the clusters identified, I then try to grasp the logic of interpretation of the Turin system and, as a consequence, the strategies of political intervention.Finally, this contribution examines the problems of implementing an industrial policy strategy, which is centred on the creation of `Cluster Observatories', the reorganisation of the local economic and urban planning offices, and the establishment of a special agency for industrial policy. 相似文献
4.
软黏土地基由于其含水量高、孔隙比大、强度低、渗透性差,因此,在灵敏度很高的软黏土地基上建造高度较高的路堤,其稳定性很难得到保证。一般采用分级加载的方法使软土地基在路堤荷载的作用下发生固结,强度获得增长。为加速固结,常采用塑料排水板处理地基,使之能在较短的时间内完成固结,加速地基强度增加。针对日本佐贺县高灵敏度的有明黏土地基上修建的分级加载的6.5 m高河堤下软黏土的物理力学性质的变化,说明分级加荷的重要性。现场软土地基为结构性黏土,有很高的灵敏度。而且该软黏土地基的渗透系数极低。因此采用塑料排水板进行了加固处理,施工过程中对地基土的物理与力学性质随固结过程的变化进行了测试。分析了其发展规律,结果表明地基土的单轴强度在250 d内增长了近1倍。 相似文献
5.
扁铲侧胀试验在浅海钙质土力学特性评价中的应用 总被引：2，自引：0，他引：2
利用扁铲侧胀仪对海底浅层钙质土进行原位测试,能够一次获得多个评价土性的试验参数。试验表明,由于波浪循环动荷载的作用使得海底表层（深1～2 m）钙质砂的密实度比其紧邻的下部偏大,以珊瑚礁为主要胶结物的钙质土,内部具有大的孔隙或松散堆积体结构是造成海底浅层钙质砂表层与浅部土体的扁铲侧胀压力明显变化的主要原因。扁铲试验结果与现场标准贯入试验具有较好的相关性,基于Seed公式推导的适合于计算水下平均动应力比的简化公式能够较好地用于对不同地震烈度下海底浅层钙质土液化可能性的判别。 相似文献
6.
The climatic zones where residual soils occur are often characterized by alternate wet and dry seasons. Laboratory studies
of earlier workers have established that the alternate wetting and drying process affects the swell-shrink potentials, water
content, void ratio and particle cementation of expansive soils. The influence of cyclic wetting and drying on the collapse
behaviour of residual soils has not been examined. This paper examines the influence of alternate wetting and drying on the
collapse behaviour of compacted residual soil specimens from Bangalore District. Results of such a study are useful in anticipating
changes in collapse behaviour of compacted residual soil fills. Experimental results indicated that the cyclic wetting and
drying process increased the degree of expansiveness of the residual soils and reduced their collapse tendency. Changes in
the swell/collapse behaviour of compacted residual soil specimens from wetting drying effects are attributed to reduction
in water content, void ratio and possible growth of cementation bonds. 相似文献
7.
济阳坳陷古近系深部储层成岩演化模式 总被引：4，自引：0，他引：4
运用岩石薄片鉴定、扫描电镜分析、镜质体反射率分析、X-衍射分析和油层物性分析等手段,结合区域油气地质研究成果,以揭示济阳坳陷古近系深部碎屑岩储层的成岩演化模式和物性演化规律为目的开展工作。结果表明,济阳坳陷古近系深部碎屑岩储层主要受其所处构造背景、地层压力和流体环境的影响,发育6种成岩演化模式。弱陡坡/缓坡构造背景条件下发育早期中强超压-中强压实/胶结/溶蚀-多重介质成岩演化模式和晚期中强超压-（较）强压实/胶结/溶蚀-酸性介质成岩演化模式,超压形成的早晚是影响储层压实作用强弱的主要因素,而流体环境的差异与构造背景的差异有关。深洼陷发育弱超压/常压-（中）强压实/胶结-强溶蚀-热液酸性介质成岩演化模式和中弱超压-较强压实/胶结-强溶蚀-热液酸性介质成岩演化模式,热液活动加强了成岩流体对酸溶性组分的溶解,是该类成岩演化模式的主要影响因素。处于陡坡常压条件下的深层碎屑岩发育（中）强压实/胶结-弱溶蚀-热液酸性介质和强胶结-中弱溶蚀-多重介质成岩演化模式,早期沉积水体、后期成岩水体以及两者混合造成的多重介质是其主要影响因素。综合分析认为,层位和埋深是深部储层遭受成岩改造程度强弱的首要控制因素;构造位置是影响成岩压力场和流体场的基本前提;在不同的流体场背景中,深部热液对储层演化会不同影响;酸碱交替的多重成岩环境增加了次生孔隙带发育个数和次生孔隙垂向分布,但原始孔隙度保存率比以酸性介质为主的成岩环境低5%以上。 相似文献
8.
应用普通薄片、铸体薄片、扫描电镜、黏土矿物X射线衍射等多种测试手段,对海拉尔-塔木察格盆地南贝尔凹陷下白垩统铜钵庙组和南屯组火山碎屑岩储集层成岩演化特征进行了系统研究,并探讨了成岩演化的控制因素。研究认为,储集层成岩作用类型主要有熔结作用、压实作用、脱玻化作用、蚀变作用、胶结作用和溶蚀溶解作用,所处成岩作用阶段主要为中成岩阶段A期。储集层经历了同生成岩阶段-中成岩阶段A期的演化过程,局部储集层还经历了表生成岩阶段的演化过程。各成岩演化阶段特点均有所不同,其中,同生成岩阶段以熔结作用和弱胶结作用为特点,早成岩阶段A期以较强压实、弱胶结为特点,早成岩阶段B期的特点为较强压实、弱胶结、弱溶蚀,中成岩阶段A期为中等压实、较强胶结、较强溶蚀,表生成岩作用阶段以大气水淋滤作用为特点。成岩演化过程主要受成岩环境以及构造作用和火山活动的控制。储集层成岩环境大致经历了弱碱性-弱酸性-酸性-碱性的演化过程,酸性成岩环境以溶蚀溶解作用为主,碱性成岩环境胶结作用明显。构造作用和火山活动通过控制火山碎屑物质的来源、裂缝的产生、热流体活动以及表生成岩阶段的进行等来影响储集层的成岩演化。 相似文献
9.
The coefficient of consolidation is one of the most important parameters that control the rate of consolidation. Conventional consolidation theories assume that the coefficient of consolidation is constant during the whole consolidation process. In the case of sensitive clay, the coefficient of consolidation is strongly dependent on the level of effective stress of clay. With the dissipation of pore water pressure and the increase of effective stress, the soil structure of the upper subsoil is gradually destroyed downwards and its coefficient of consolidation becomes smaller. At the same time, the coefficient of permeability of the vertical drains drops down because of the kinking or bending effect. The destructured upper subsoil and the kinking of the vertical drain hinder the dissipation of the pore pressure in the lower subsoil. This paper presents a model to describe the above important phenomena during the consolidation of sensitive clay with vertical drain. The solution for proposed model can be obtained by extending the closed‐form solution of the consolidation of double‐layered ground with vertical drain by the interactive method introducing the concept of the moving boundary and the reduction of discharge capacity of vertical drain. The numerical results obtained from the finite element method package PLAXIS (Ver. 7.2) are adopted to compare those obtained from the present algorithm. Moreover, the rationality of the moving boundary is explained by the distributions of the excess pore water pressure in natural soil zone along the radial direction. Wenzhou airport project is taken as a case study in this paper. The results for the sensitive soil with decaying sand drain agree very well with the in situ measured data. The calculated results can properly explain two general phenomena observed in the consolidation of soft sensitive soil ground with vertical drains: one is that the time to achieve the same consolidation degree is much longer under heavy loading than that under light loading; the other is that the consolidation speed is much slower in the lower subsoil than in the upper subsoil. Finally, it is indicated that the vertical drains can decrease the hindrance effect of the destructured subsoil. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
10.
Govinda C. Mishra Amitava Saha Mitthan L. Kansal Ravi P. Gupta 《Hydrogeology Journal》2011,19(3):573-589
A semi-analytical solution has been derived for predicting the time of emptying a pond due to seepage. The time for the seeping water to reach the water table since the pond was initially filled has been calculated applying the Green-Ampt infiltration theory. The recharge rate after the wetting front joins the water table has been computed using a non-linear relationship between seepage head and recharge rate proposed by earlier investigators. The maximum rise in the water table beneath the center of the pond consequent to the time-varying recharge is calculated applying kernel coefficients obtained from solution of the linearized Boussinesq equation. It was observed that a pond with 50-m initial diameter at the water surface and 3-m maximum depth of water is dry after 168 days, where the subsoil is sandy clay. If the subsoil happens to be clay, the depth of water in the pond at the end of 9 months, i.e., after completion of the non-monsoon period, is 0.62 m. The maximum mound heights beneath the pond for constant recharge rate and uniform recharging area calculated from the present solution compare well with existing numerical as well as analytical solutions. 相似文献
11.
成层竖向排水井地基固结分析 总被引：3，自引：0，他引：3
实际工程中竖井地基具有成层性,有时竖井也并未完全打穿软土层。在竖井打设区满足竖井等应变固结理论、下卧层满足一维太沙基固结理论假设的基础上,将现有竖井地基固结理论推广到成层未打穿竖井地基情况。利用边界条件和竖直向连续条件,确定该系统的正交关系,并给出了其固结解答,该解具有广泛的适用性。通过对竖井打设区和下卧层层数的变化,即可获得现有关于简单未打穿竖井地基的固结解答。将该解答编制成应用程序,对一算例进行了分析。结果表明,平均固结度按孔压定义和按变形定义是不相同的,硬表层的存在会加快其下土层的固结。 相似文献
12.
The early Mesoproterozoic Rohtas Limestone in the Son valley area of central India represents an overall shallowing-upward
carbonate succession. Detailed facies analysis of the limestone reveals outer- to inner-shelf deposition in an open marine
setting. Wave-ripples, hummocky cross stratifications and edgewise conglomerates argue against a deep marine depositional
model for the Rohtas Limestone proposed earlier. Stable isotope analysis of the limestone shows that δ13C and δ18O values are compatible with the early Mesoproterozoic open seawater composition. The ribbon limestone facies in the Rohtas
Limestone is characterized by micritic beds, each decoupled in a lower band enriched and an upper band depleted in dissolution
seams. Band-wise isotopic analysis reveals systematic short-term variations. Comparative enrichment of the heavier isotopes
in the upper bands is attributed to early cementation from sea water and water derived from the lower band undergoing dissolution
because of lowering of pH at depth. The short-term positive shifts in isotopic compositions in almost every upward gradational
transition from a seamed band to a non-seamed band support the contention that dissolution seams here are of early diagenetic
origin, although their formation was accentuated under overburden pressure. 相似文献
13.
Jean-Yves Boisson Lucien Bertrand Jean-François Heitz Yann Golvan 《Hydrogeology Journal》2001,9(1):108-123
In the context of a research and development program on waste disposal, an experimental site (Tournemire tunnel, Aveyron,
France) was selected by the French Institute for Nuclear Protection and Safety (IPSN) in order to undertake studies on potential
fluid flow at different scales of space and time within a 250-m-thick argillaceous formation. The argillite has a low natural
water content (~3–5%) and very low radii access porosity. Diffusion (tritiated water) coefficients (1×10–12 to 2×10–11 m2/s) and hydraulic conductivities derived from different types of laboratory tests (10–14 to 10–13 m/s) are characteristics of a very low-permeable rock. In situ hydraulic tests (including long-term hydraulic-head measurements)
were used to obtain values for hydraulic head and hydraulic conductivity at a scale of 1–10 m (10–13 to 10–11 m/s). Despite uncertainties on these data (due to a scale factor, presence of fissures, and possible artefacts due to hydro-chemo-mechanical
coupling), it is expected that fluid flow is essentially governed by diffusion processes. Identification of possible natural
flows at larger scales of time and space was investigated using natural isotopic tracers from interstitial fluids. Modelling,
based on the deuterium profile along the clay formation and assuming pure diffusion processes, provides estimations of possible
flow times. However, lack of knowledge concerning the past geological evolution of the site and the possible role of a fracture
network do not permit reduction of uncertainties on these estimations at this stage.
Electronic Publication 相似文献
14.
鄂尔多斯盆地姬源—陇东地区三叠系延长组长7段致密储层主要为发育在深湖亚相中的浊积岩,部分为三角洲前缘亚相中的水下分流河道砂体。前人对致密储层成岩作用的研究较少,需弄清成岩作用对致密储层孔隙发育的影响。通过铸体薄片与扫描电镜对大量钻井取心样品进行观察与分析,认为影响研究区长7段致密储层孔隙类型与规模的成岩作用主要包括压实压溶作用、胶结作用与溶解作用3种类型,压实作用是储层致密的主要因素,特别是发育在三角洲前缘分流间湾和浊积扇边缘的薄层砂体,在压力作用下更易受到泥岩排出孔隙水的影响,形成方解石胶结。伊利石胶结与方解石胶结进一步使得储层致密。少量的绿泥石薄膜成为残余粒间孔保留与包裹岩屑颗粒后期溶蚀的基础,溶蚀作用是研究区储层孔隙形成的主要作用。成岩作用的研究为储层物性的研究提供了进一步依据。 相似文献
15.
Comparison of chalk on the Ontong Java Plateau and chalk in the Central North Sea indicates that, whereas pressure dissolution is controlled by effective burial stress, pore-filling cementation is controlled by temperature. Effective burial stress is caused by the weight of all overlying water and sediments as counteracted by the pressure in the pore fluid, so the regional overpressure in the Central North Sea is one reason why the two localities have different relationships between temperature and effective burial stress. In the chalk of the Ontong Java Plateau the onset of calcite-silicate pressure dissolution around 490 m below sea floor (bsf) corresponds to an interval of waning porosity-decline, and even the occurrence of proper stylolites from 830 m bsf is accompanied by only minor porosity reduction. Because opal is present, the pore-water is relatively rich in Si which through the formation of Ca–silica complexes causes an apparent super-saturation of Ca and retards cementation. The onset of massive pore-filling cementation at 1100 m bsf may be controlled by the temperature-dependent transition from opal-CT to quartz. In the stylolite-bearing chalk of two wells in the Gorm and Tyra fields, the nannofossil matrix shows recrystallization but only minor pore-filling cement, whereas microfossils are cemented. Cementation in Gorm and Tyra is thus partial and has apparently not been retarded by opal-controlled pore-water. A possible explanation is that, due to the relatively high temperature, silica has equilibrated to quartz before the onset of pressure dissolution and thus, in this case, dissolution and precipitation of calcite have no lag. This temperature versus effective burial stress induced difference in diagenetic history is of particular relevance when exploring for hydrocarbons in normally pressured chalk, while most experience has been accumulated in the over-pressured chalk of the central North Sea. 相似文献
16.
The possible influence on diagenesis of oil migration into reservoir sandstones is important for understanding their development. Although many studies have addressed the question of continued growth of diagenetic minerals after oil emplacement, there is little clear evidence of the timing of mineral growth relative to oil emplacement, nor of the possible mechanisms of continued mineral growth. This study presents an example of continued cementation by pore‐lining chlorite during and after the migration of oil into a Palaeocene turbidite sandstone reservoir near the Faroe Islands. Chlorite developed in two different textures. One texture occurs on framework grain surfaces adjacent to open pore space in contact with oil. The other texture occurs close to framework grain contacts where contact with oil appears to have been prevented by residual pore‐water menisci. The meniscus crystals are larger than those from open pore, implying that diagenetic clay mineral growth has continued after oil emplacement. 相似文献
17.
黄骅坳陷三马地区中-深部储层成岩作用及主控因素分析 总被引：12，自引：2，他引：12
黄骅坳陷三马地区储集岩样品的显微特征及成岩矿物的组合关系分析结果表明，三马地区下第三系中深层储层主要处于晚成岩A期，成岩现象包括石英、长石的次生加大、碳酸盐矿物胶结作用、矿物交代作用、溶解作用和粘土矿物转化作用等。其中石英次生加大于2700m左右开始出现，随埋深增大，石英增生加强；长石次生加大现象不十分普遍；碳酸盐胶结作用包括早期自生泥晶方解石胶结作用、连晶方解石和晚期白云石(或铁方解石)的胶结作用。在扫描电镜下可见到方解石与含铁方解石集合体充填在粒间孔隙中或与石英、钠长石及粘土矿物共生，白云岩多呈菱形粒状分布于粒间；常见的交代现象主要有方解石交代长石、石英及粘土矿物，粘土矿物交代长石、石英等；溶解作用主要有长石的溶解、碳酸盐颗粒的溶解和方解石胶结物的溶解等，粘土矿物的转化主要为蒙脱石、高岭石向伊利石(或绿泥石)转化。还讨论了储层岩相、岩性特征、孔隙水中有机酸含量、早期方解石的充填、烃类早期注入等因素对储层成岩演化的控制作用。 相似文献
18.
不同胶结宽度粒间胶结特性试验研究 总被引：2，自引：0，他引：2
胶结砂土中水泥含量、能源土中水合物的含量会导致其宏观力学特性的差异,从微观层面可以解释为颗粒之间胶结物含量的不同所导致的粒间力学性质的差异所致。为研究不同胶结物含量的胶结颗粒的力学特性,进行了不同胶结宽度的粒间胶结试验,试验结果表明：（1）峰值压缩荷载随胶结宽度的减小呈非线性变化,宽高比对峰值荷载有明显影响;（2）峰值拉伸荷载随胶结宽度减小而线性减小,宽高比对其影响不大;（3）峰值剪切荷载和峰值扭矩由两部分组成,即胶结部分和摩擦部分。且其变化趋势相似,随着法向荷载的增大,峰值荷载先随之增大,在达到临界应力比后,峰值荷载开始减小,当应力比达到1,即胶结破坏时,胶结部分不再发挥作用,此时粒间荷载由摩擦部分提供;（4）在压-剪-扭试验中,不同初始偏心距情况下得到的峰值荷载在剪力-扭矩平面内呈椭圆状。 相似文献
19.
The spatial distribution characteristics of soil salinity in coastal zone of the Yellow River Delta 总被引：6，自引：0，他引：6
Junbao Yu Yunzhao Li Guangxuan Han Di Zhou Yuqin Fu Bo Guan Guangmei Wang Kai Ning Huifeng Wu Jihong Wang 《Environmental Earth Sciences》2014,72(2):589-599
In coastal area, salinization is a common and serious problem for crop cultivation and ecological restoration of degraded wetlands. Therefore, the soil salinity has attracted increasing attention from farmers, government and environmental scientists. The factors controlling the soil salinity distribution have become a hot point in saline soil studies. In this study, statistics and geostatistics were used to explore the distribution of soil salinity in the Yellow River Delta (YRD) based on 150 soil samples that were collected in June 2010. Besides the experimental work, a geographical information system technique was adopted in this study. The results showed that the soil salinity ranged from 0.11 to 10.50 dS m?1 and the salinity in topsoil was higher than that in subsoil in the YRD, indicating that the salt in subsoil moved up and accumulated in topsoil as a function of evaporation. There was a significant difference among soil salinity spatial variances from different soil depths in the YRD. Generally, soil salinity of the topsoil was higher than that of the subsoil. Meanwhile, there were significant positive correlations in soil salinity between different soil depths. In addition, landforms, land uses, soil types and soil texture were important factors affecting soil salinity. The current distribution of soil salinity resulted from the comprehensive effects of anthropogenic activities and natural processes. The present study results suggest that the impacts of human activities were critical factors for salt redistribution in the coastal wetlands, which should be valuable for agricultural management and ecological restoration in the YRD. 相似文献
20.
赵家岸滑坡地区马兰黄土物理力学特性试验研究 总被引：1，自引：0，他引：1
浸水或增湿过程中,黄土特有的不稳定结构极易发生破坏,约束黄土的力学行为特征.通过粒度分析、扫描电镜和压汞实验对赵家岸滑坡地区黄土的微观结构进行分析,得到由上到下黏土的胶结作用升高,架空孔隙压缩明显,小孔隙几乎没有变化的特征.不同初始含水量条件下三轴压缩实验显示该区的顶部和底部黄土的强度均随初始含水量的增大而减小.由于底部黄土黏土胶结作用较高,黄土的强度减小速率大于顶部黄土.同时发现c值对于水的敏感性明显大于值,强度的降低主要是c值的减小导致.由于地下水位的升高,滑坡底部黄土的含水量增加,颗粒之间主要承担胶结作用的黏土矿物软化,导致附近的黄土微观结构持续破坏,导致赵家岸滑坡发生蠕动. 相似文献