某核电站基岩阻尼特性的实验研究

本文采用“自由振动法”,设计了一个等效单自由度振动体系,对某核电站基岩的阻尼特性进行了实验研究。通过对实验结果的整理、分析,得到了基岩阻尼系数C不是常数,而是与频率有关的结论。从而揭示了阻尼系数C的非线性性质,这对进一步研究岩石动态本构方程具有意义。同时,文中给出的阻尼系数C的数据,对工程设计也具有参考价值。     

基岩裂隙水水位沿程变化曲线方程的实验研究

本文根据室内模拟实验，研究了不同条件下隙宽小于3mm单一裂隙基岩水水位沿程变化曲线，验证了孙峰根等人建立的单一裂隙基岩水水位沿程变化的曲线方程。结论对基岩水运动理论的研究具有重要的参考价值。     

基岩水的壁间运动及基本特征

本文通过对基岩水与孔隙水的比较分析，介绍了基岩水的分布、水动力学和水化学特征，指出了基岩水运动具有均位趋势、选择流动及汇流特性，得出了渗流理论不宜用于基岩水的结论。     

三分量地震散射波成像在天津蓟县城市活断层探测中的应用

在精细解决近地表地质问题方面,三分量地震探测技术具有明显的优势。笔者基于点散射地震—地质模型,推导出多分量散射波时距方程,在建立多分量散射波成像原理的基础上,对天津蓟县城市活断层探测的三分量地震资料进行处理。成像结果表明,基岩面的波组特征明显、构造内幕特征较丰富,而且基岩面附近的小断层发育。通过研究,基本明确了该地区基岩与第四系土层的接触关系,探明了山前断裂情况和基岩面附近的地质结构特征。     

江北砾岩碳酸钙胶结特征及物质来源研究

江北砾岩是河流砾石层在地表胶结形成的沉积岩,其胶结物性质及来源问题长期以来倍受人们关注,但研究不深且存在明显争议。本文对岩石薄片和基岩、风化土壤、河成潮土、地下水、河岸滴水、河水、砂砾岩基质的化学成分进行了深入研究。化学分析结果表明,江北砾岩基质CaO含量高达30% , 沿岸出露基岩、土壤CaO 含量达10%左右,是河成砂土的3～ 10倍多,地下水、河岸滴水的Ca2+含量分别达116mg / L、160mg /L; HCO-3 分别为412mg /L、436mg /L,约为河水的3倍。与此同时,大量砂、砾岩薄片观察也表明,江北砾岩胶结物中含有大量的方解石。据此,我们认为江北砾岩胶结物可能主要来源于川江沿岸广泛分布的中生代基岩及其风化壳。      

Comparison of alternative representations of hydraulic-conductivity anisotropy in folded fractured-sedimentary rock: modeling groundwater flow in the Shenandoah Valley (USA)

A numerical representation that explicitly represents the generalized three-dimensional anisotropy of folded fractured-sedimentary rocks in a groundwater model best reproduces the salient features of the flow system in the Shenandoah Valley, USA. This conclusion results from a comparison of four alternative representations of anisotropy in which the hydraulic-conductivity tensor represents the bedrock structure as (model A) anisotropic with variable strikes and dips, (model B) horizontally anisotropic with a uniform strike, (model C) horizontally anisotropic with variable strikes, and (model D) isotropic. Simulations using the US Geological Survey groundwater flow and transport model SUTRA are based on a representation of hydraulic conductivity that conforms to bedding planes in a three-dimensional structural model of the valley that duplicates the pattern of folded sedimentary rocks. In the most general representation, (model A), the directions of maximum and medium hydraulic conductivity conform to the strike and dip of bedding, respectively, while the minimum hydraulic-conductivity direction is perpendicular to bedding. Model A produced a physically realistic flow system that reflects the underlying bedrock structure, with a flow field that is significantly different from those produced by the other three models.     

塔中Ⅱ区鹰山组岩溶缝洞充填物碳氧同位素特征及环境意义

由于充填物形成时流体性质和古水文环境不同,其碳氧同位素值也不同。因此,利用充填物碳氧同位素值可以判别缝洞充填过程中流体性质和古水文环境。通过对塔中Ⅱ区奥陶系鹰山组风化壳缝洞充填物测井曲线分析、岩芯观察与薄片鉴定,发现塔中Ⅱ区缝洞充填物测井显示一般为高GR,主要为钙泥质充填物和角砾充填物。对充填物碳氧同位素进行分析并与基岩相比较,结果表明钙泥质充填物δ13C值为0.6‰~1.04‰,δ18O值为-6.8‰~-5.5‰,δ13C值明显偏正,由此认为溶洞中钙泥岩充填于良里塔格期海相环境;小角砾充填物δ13C值为-0.13‰,δ18O值为-6.29‰,与基岩值一致,判断为基岩垮塌或破碎充填形成。研究可为古岩溶缝洞储层充填机理研究和古岩溶模式建立提供依据。      

考虑辐射阻尼的土-结构相互作用体系等效输入

为考虑土-结构相互作用对输入地震波的影响,基于两步法思想,建立了考虑辐射阻尼效应的等效输入地震波。在该种方法中,将单自由度体系的基础地震反应为上部结构的输入,然后用状态空间法计算考虑土-结构相互作用后体系阻尼比的变换情况,用以修正上部结构的阻尼系数,从而利用刚性基础的反应近似计算土-结构相互作用的影响。对一个单自由度体系和一个5层框架结构进行计算分析,算例分析表明,直接利用自由场的地震波或基岩波作为上部结构的输入,计算误差甚至超过100%,而两步法可使体系的计算误差小于10%,采用修正阻尼系数的两步法,误差将小于5%,满足工程需要。     

土-地下结构体系地震反应的简化分析方法

基于Penzien提出的土-结构动力相互作用分析的集中质量模型,考虑等价土体的层间剪切刚度与阻尼效应,提出了土-地下结构动力相互作用体系地震反应分析的简化分析方法,选取具有不同地震动特性的Taft波、汶川地震什邡八角波和松潘波作为基岩水平向输入地震动,采用该简化方法和二维有限元法对土-地铁地下车站结构体系的地震加速度反应特性进行了对比分析,结果表明：简化方法计算的地铁地下车站结构峰值加速度反应大于二维有限元法计算的地铁地下车站结构峰值加速度反应,两者的差异与输入地震动特性有关,但其随地铁地下车站结构高度变化的总体趋势较为一致;随着输入地震动强度的增大,其差异程度也有所加大。该简化方法可合理反映土-地下结构体系的动力相互作用效应,可作为地下结构抗震设计分析的一种辅助方法。     

核岛结构设计地基场地及计算基底效应研究

针对新型核电工程结构AP1000核岛结构设计地基中的5类非坚硬岩场地,即硬岩场地、软岩场地、上限软-中等土场地、软-中等土场地和软土场地,采用一维土层场地模型开展场地土和计算基底条件对设计地震动影响计算分析。分析中,场地模型的计算基底剪切波速分别取为700、1 100、2 438 m/s,计算基底输入地震动分别选择基于核电建设相关技术文件和规范规定的反应谱RG1.60谱、AP1000谱和HAD101/01谱（5个阻尼比）合成的人工地震动时程。计算分析表明：非坚硬岩场地会导致场地地震动峰值加速度及频谱特性显著变化,场地越软影响程度越显著;除软土场地外,场地对地震动峰值加速度和反应谱的影响均为放大作用,软土场地对地震动较低频段反应谱有放大作用,但对峰值加速度和较高频段反应谱具有强烈的减小作用;对于各类场地,计算基底及其剪切波速的变化均会导致地表地震动峰值及频谱特性明显甚至显著变化,其影响程度与计算基底剪切波速成正比;随着场地由硬变软,计算基底剪切波速的变化对场地地震动的影响程度大为减小,至软土场地几乎不产生影响。考虑到场地类型及计算基底选取对场地地震动的显著影响,我国核电厂建设引用AP1000标准设计时应合理分析场地的适宜性。     

Factors affecting site response to multi-directional earthquake loading

This paper presents an investigation into various factors that may affect the ground response to multi-directional earthquake loading, focusing mainly on the behavior of vertical ground motion and its relation with the horizontal counterpart. The factors investigated herein include the intensity of input motion and the associated soil nonlinearity, the location of input motion (rock outcrop versus bedrock), the variation of water table, and the damping property of soil. Influence of these factors is studied on the characteristics of site amplification in both vertical and horizontal directions, the response spectra of vertical and horizontal ground surface motions, the spectral ratio between the two components (V/H) at the ground surface, and the distributions of stresses and strains in the ground. One of the main results is that varying water table can bring about a significant impact on vertical motion and the relationship between vertical and horizontal motions. The surface response spectral ratio (V/H) can largely exceed the rule-of-thumb value of 2/3 at low periods with lowering the water table, but does not appear to be substantially affected at long periods.     

La prospection gravimétrique dans la modélisation d'un substratum sous formation sédimentaire : apport à l'hydrogéologie d'une zone semi-aride du Sud de Madagascar

A gravimetric survey has been carried out in a sedimentary basin, south of Madagascar, in order to define the bedrock morphology. The bedrock is made up of crystalline and volcanic rocks. The objective of the survey was to demonstrate whether a relationship could be established between bedrock morphology and groundwater mineralisation. Indeed, bedrock morphology has been successfully mapped and it is confirmed that most of the low mineralisation wells are located in areas where the slope of the bedrock is trending to the south-west, which ensures a higher hydraulic conductivity, i.e. a faster water flow, than in the other parts of the survey area. To cite this article: H. Rakoto et al., C. R. Geoscience 335 (2003).     

尾矿料的动力特性试验研究

通过对某铜矿的尾矿料进行动三轴和共振柱试验,研究了尾矿材料动力变形特性,提出了简单实用的孔隙水压力模型,给出了能更加准确地预测尾矿材料的动孔隙水压力的公式,并将其与Seed提出的预测公式进行了比较。在不同密度尾矿料的动三轴试验基础上,分析了相对密度对液化特性的影响,得出了相对密度小于70 %时抗液化强度随相对密度的增加而明显增加的结论。在不同围压下进行动三轴试验,结果表明：在相同的液化振次条件下,围压越高,动剪应力比越低。由共振柱试验可知,尾矿料的阻尼比随着动剪应变幅的增大而增大,而动剪模量随动剪应变幅的增大而减小,动剪模量和阻尼比与动剪应变幅的关系受围压影响不太敏感。     

Surface soil assessment in the Ubhur area,north of Jeddah,western Saudi Arabia,using a multichannel analysis of surface waves method

Ten boreholes drilled in Ubhur area up to the depth of bedrock indicted the shallow depth of bedrock where the average depth ranges between 10 and 15 m. The standard penetration test N-values of these boreholes were measured and averaged. Based on N-values to the depth of bedrock, Ubhur area can be classified as site class C and D. Multichannel analysis of surface waves technique has been applied along seventy six profiles using 24-channel geophone array and 4.5Hz vertical geophones with 1m geophone spacing and sledgehammer and/or weight drop as seismic energy sources. Values of shear wave velocity to 30 m are calculated and then averaged (Vs30) where it ranges between 310.08 m/s and 1139.8 m/s. Therefore, Ubhur area can be classified into site class B, C and D based on site classification of the national earthquake hazards reduction program (NEHRP) recommendations. Accordingly, the greatest part of the study area falls in site class C while class B and D covered limited areas in the western and the eastern parts respectively. Depending on the shallow depth of bedrock in the study area, the Vs30 parameter is not applicable in the study area so the average values of Vs for the soil thickness, excluding the bedrock, have been calculated and mapped for site class C and D only. So Vs30 approach is not applicable for areas with shallow depth of bedrock which gives higher classification.     

The role of glacitectonic rafting and comminution in the production of subglacial tills: examples from southwest Ireland and Antarctica

Sedimentological and structural geological data from two sites in southwest Ireland and Antarctica provide evidence for the formation of subglacial till by the brecciation and crushing of bedrock rafts. Up-sequence transitions, from undisturbed bedrock, to deformed bedrock, to crushed and brecciated bedrock, to massive matrix-supported till with far-travelled erratics, represent a process-form continuum of till production. Initially, bedrock fragments and rafts up to several metres in length are liberated from the substrate by glacitectonic thrusting and plucking. These rafts are then crushed to produce the matrix of a till. Such products are commonly referred to as comminution tills, although the original definition focused primarily on the second phase of the process (crushing of bedrock rafts and fragments) as well as abrasion of bedrock. Data from Ireland and Antarctica indicate that rafting of bedrock is an essential part of the process of till formation. This process is facilitated by weak sedimentary bedrock, which can be displaced along joints and bedding planes to form rafts that are then incorporated into the 'proto-till' prior to being crushed subglacially. Our field data suggest that bedrock failure and displacement of such rafts can occur to depths of 3 m. The occurrence of erratics in the uppermost part of the till demonstrates that the glacier effectively mixes far-travelled and local materials.     

皖南姚村岩体花岗岩风化壳稀土元素赋存特征

皖南地区花岗岩风化壳中稀土元素普遍富集，局部已成为矿床，其中，郎溪县姚村岩体风化壳富集程度较高。LA- ICP- MS锆石U- Pb定年表明，姚村花岗岩体的形成年龄为127. 9±1. 4 Ma，属于皖南地区燕山期晚期岩浆作用的产物。风化壳可细分为残坡积层（A）、强半风化层（C1）、过渡层（C2）、弱半风化层（C3）和基岩（D） 5层。稀土总量在纵向剖面上呈“波浪式”分布，各层稀土分布型式表现出对原岩的继承性。风化壳稀土配分型式与基岩一致， 富集LREE，轻重稀土分馏明显\[(La/Yb)N=15. 6\]，但总含量明显更高。基岩∑REE为338×10-6，半风化层∑REE最高达642×10-6，富集约两倍。风化壳物质由风化残余主矿物（石英、钾长石、斜长石、黑云母）、黏土矿物（高岭石、埃洛石、伊利石、三水铝石等）和副矿物（锆石、磷灰石、榍石等）等组成。黏土矿物以伊利石含量最高，指示风化壳发育不成熟。REE与埃洛石含量明显正相关，与其他黏土矿物关系不明显。（含）稀土矿物（尤其是榍石）对风化壳中稀土元素的贡献量超过 50%，其次为斜长石，是风化壳中REE的重要来源。     

皖南姚村岩体花岗岩风化壳稀土元素赋存特征

皖南地区花岗岩风化壳中稀土元素普遍富集，局部已成为矿床，其中，郎溪县姚村岩体风化壳富集程度较高。LA- ICP- MS锆石U- Pb定年表明，姚村花岗岩体的形成年龄为127.9±1.4 Ma，属于皖南地区燕山期晚期岩浆作用的产物。风化壳可细分为残坡积层（A）、强半风化层（C1）、过渡层（C2）、弱风化层（C3）和基岩（D）五层。稀土总量在纵向剖面上呈“波浪式”分布，各层稀土分布型式表现出对原岩的继承性。风化壳稀土配分型式与基岩一致， 富集LREE，轻重稀土分馏明显(La/Yb)N=15.6），但总含量明显更高。基岩∑REE为338×10-6，半风化层∑REE最高达642×10-6，富集约两倍。风化壳物质由风化残余主矿物（石英、钾长石、斜长石、黑云母）、黏土矿物（高岭石、埃洛石、伊利石、三水铝石等）和副矿物（锆石、磷灰石、榍石等）等组成。黏土矿物以伊利石含量最高，指示风化壳发育不成熟。REE与埃洛石含量明显正相关，与其他黏土矿物关系不明显。（含）稀土矿物（尤其是榍石）对风化壳中稀土元素的贡献量超过百分之五十，其次为斜长石，是风化壳中REE的重要来源。     

Cryoplanation terraces: Indicators of a permafrost environment

Cryoplanation terraces are bedrock steps or terraces on ridge crests and hilltops. The tread or “flat” area is 10 to several hundred meters wide and long and slopes from 1 to 5° parallel to the ridge crests. Terrace scarps may be from 1 to 75 m high. Terraces are cut into all bedrock types and are best developed on closely jointed, fine-grained bedrock. The scarps and treads are covered with frost-rived rubble 1 to 2 m thick. The rubble on treads is perennially frozen at a depth of 1 to 2 m or less on sharp but inactive terraces in Alaska.Cryoplanation terraces exist in many parts of the world in present or past periglacial environments. They occur chiefly in nonglaciated regions and near the general altitude of snowline. Cryoplanation terraces form by scarp retreat as the result of nivation. Surficial debris is removed across the terrace tread by mass-wasting. Terrace morphology depends mainly upon climate, bedrock type, and terrace orientation.No climatic data are available from active terraces. Indirect evidence indicates that climatic requirements include low snowfall and cold summer temperatures. Shallow permafrost is necessary to provide moisture and a base for mass movement as well as a base for nivation.Hundreds of sharp but inactive terraces occur in some areas in Alaska where the summer temperature is colder than 10°C. When these terraces were active, temperatures were colder. Recent work in Alaska indicates that terraces were active in some areas when the mean July temperature was about 4°C. The mean annual air temperature probably was in the neighborhood of ′12°C or colder.     

Evidence for Regional Stream Aggradation in the Central Oregon Coast Range during the Pleistocene-Holocene Transition

Low, nearly continuous terraces of similar age are present along streams in drainage basins that range in size from Drift Creek (190 km²) to the Umpqua River (11,800 km²) in the Oregon Coast Range. Radiocarbon ages from near the bose of fluvial sediments underlying these terraces are clustered at about 9000-11,000 ¹⁴C yr B.P. Beveled bedrock surfaces (straths) that underlie the fluvial sediments are 1-8 m above summer stream levels and are present along most of the nontidal reaches of the rivers that we studied. Where exposed, the bedrock straths are overlain by 2-11 m of fluvial sediment that consists of a bottom-stratum (channel) facies of sandy pebble-cobble gravel and a top-stratum (overbank) facies of sandy silt or silt. Eight radiocarbon ages from the fluvial sediments allow correlation of the lowest continuous terrace over a wide area and thus indicate that a regional aggradation episode occurred in Coast Range drainage basins during the Pleistocene-Holocene transition. The cause of such widespread aggradation is unknown but may be related to climate-induced changes in the frequency of evacuation of colluvium from hollows, which are common in all drainage basins in the region.     

Assessment of damping models in FLAC

Geotechnical materials dissipate energy as mechanical waves propagate through them. This form of energy dissipation is known as material damping and can be introduced into formulations for dynamic analyses in different ways. Particularly, the finite difference code FLAC contains some alternatives to represent material damping in seismic analyses. In the present review paper these damping models were assessed simulating the free field response of a particular site in Mexico City, induced by the 1985 Michoacán Earthquake. It is concluded that, for the conditions studied here, Rayleigh damping turned out to be the most suitable alternative to represent energy dissipation of soil elements.