基于缝宽-滑移理论的铝合金配筋混凝土梁粘结性能研究

铝合金筋与混凝土的粘结性能是影响铝合金配筋新型混凝土梁承载力的重要因素。对9根铝合金配筋混凝土梁和2根钢筋混凝土对比梁进行了静载试验,分析混凝土梁在加载过程中的裂缝发展情况,基于缝宽-滑移理论研究试验梁的粘结性能。研究结果表明:同级荷载作用下,钢筋混凝土梁的裂缝宽度小于铝合金配筋混凝土梁,钢筋与混凝土的粘结性能优于铝合金与混凝土的粘结性能;混凝土梁中纵筋所受拉力,实质上是混凝土开裂后,单元体内部粘结力的合力;纵筋与混凝土的粘结滑移量与粘结力直接相关,可通过代数和微积分计算得到二者的对应关系。     

On the 3-D inversion of vertical electrical soundings: Application to the South Ismailia area—Cairo desert road, Cairo, Egypt

A code for 3-D resistivity modelling and inversion of vertical electrical soundings has been developed based on the finite-element technique and regularisation method. Synthetic data were used to test the effectiveness of the code and to examine the resolving capability of the Schlumberger array in investigating 3-D resistivity distributions. The code was applied to experimental data set constituted by 35 Schlumberger soundings collected near the Cairo city in order to study the subsurface resistivity distribution. The results have shown that valuable imaging of the subsurface resistivity distribution can be constructed even when the vertical electrical soundings are acquired in a sparse field data set.     

含裂隙介质中的视电阻率各向异性变化

我国50多年的视电阻率连续观测结果表明,大地震前近震中区域的视电阻率呈现出与主压应力方位有关的各向异性变化,即:垂直于主压应力方向观测的变化幅度最大,平行方向最小或不明显,斜交方向介于二者之间.目前我国定点台站视电阻率观测的探测范围主要在浅层沉积层以内,通常含有较多的含水裂隙.本文将地下岩土介质简化为由固体基质和含流体/气体裂隙组成的固液气三相介质,且基质、流体和气体具有标量形式的电阻率,推导出了包含基质和流体电阻率、裂隙率、饱和度和裂隙面积率因子的电阻率张量表达式.以裂隙的扩展/闭合表示应力作用下裂隙的变化,得到了电阻率随裂隙变化的微分形式,电阻率变化对裂隙体积变化放大系数的表达式和裂隙横向变化对纵向电阻率影响的横向权系数的表达式.在此基础上得到了介质电阻率和视电阻率的各向异性变化特征:对于含水裂隙介质,无论裂隙如何变化,均是最小主轴方向电阻率的变化幅度大于其他方向;对于含水孔隙介质,沿孔隙主要变化方向的主轴电阻率变化幅度大于其他方向.对于各向异性变化,视电阻率和介质电阻率存在π/2的方向差异.相较于含水岩石,无水岩石介质电阻率的各向异性变化不显著.本文提出的电阻率表达式可以对实验室和野外实际观测的许多结果做出合理的解释.     

岩石破裂过程中电阻率变化机理的探讨

受压岩石在破裂过程中,视电阻率会出现明显的变化,其异常形态与实验条件有很大的关系. 实验中对磁铁石英岩样品施加了单轴压缩,岩石的破裂经反复加载和卸载实现,并在岩样的裂隙中注入了食盐溶液. 在实验的各阶段,对样品的主剖面重建出一系列内部真电阻率分布的图像,揭示了介质内的微细结构,从而探讨了视电阻率变化的原因. 实验发现,岩石中裂隙的存在及所含液体的饱和状态,是岩石在主破裂前控制电阻率变化的两个最重要的因素;低应力状态属常态导电过程,孔隙度的变化是主要因素;高应力状态属裂隙表面导电机制,随着破裂面在岩体内部出现,水和孔隙有了完全贯通的平面,多种导电机制都得以发挥作用. 此外,体导电结构的变化在宏观上表现为各向异性和图样有序性的增强.     

GFRP筋混凝土梁耐火性能的试验研究

进行了4根GFRP筋混凝土简支梁在ISO834标准升温曲线下的火灾实验,试件依据ACI440.1R-06进行截面设计,分别考虑了不同荷载比、保护层厚度、端部锚固方式对梁耐火性能的影响。试验结果表明,GFRP筋混凝土梁在火灾中的裂纹开展深度较传统的钢筋混凝土结构明显偏大。由于GFRP筋横向膨胀大更易造成梁底混凝土的开裂与剥落,建议在满足纵筋锚固性能要求的前提下,尽量减少端部J型锚固筋。GFRP筋在高温下的材料性能衰减严重,合理的设计保护层厚度和限制GFRP筋的使用内力,可使GFRP筋混凝土梁的耐火性能满足实际工程的需要。     

Characterisation of glacial sediments using geophysical methods for groundwater source protection

A sequence of glacial and alluvial deposits overlying the Cretaceous Chalk in Eastern England was characterised using two geophysical techniques: electrical resistivity imaging and electromagnetic (EM) induction. Extensive geological data were available from trenching and boreholes. Synthetic modelling of the electrical resistivity imaging technique was undertaken to identify its limitations and to optimise survey design. The EM induction method provided a quick and cost-effective reconnaissance technique for identifying large-scale lateral variation in lithology, and for siting resistivity profiles and further boreholes. The resistivity imaging technique provided detailed information on the vertical continuity of permeable units, and was able to identify permeable pathways through the sequence. Certain limitations in detecting thin sand or gravel layers underlying electrically conductive clay were seen in both the synthetic and field data. Nevertheless, the study shows that knowledge of these limitations allows interpretation for the purpose of groundwater vulnerability assessment, given that an appropriate amount of invasive investigation has been conducted.     

The cone penetration test and 2D imaging resistivity as tools to simulate the distribution of hydrocarbons in soil

The purpose of geophysical electrical surveys is to determine the subsurface resistivity distribution by making measurements on the ground surface. From these measurements, the true resistivity of the subsurface can be estimated. The ground resistivity is related to various geological parameters, such as the mineral and fluid content, porosity and degree of water saturation in the rock. Electrical resistivity surveys have been used for many decades in hydrogeological, mining and geotechnical investigations. More recently, they have been used for environmental surveys. To obtain a more accurate subsurface model than is possible with a simple 1-D model, a more complex model must be used. In a 2-D model, the resistivity values are allowed to vary in one horizontal direction (usually referred to as the x direction) but are assumed to be constant in the other horizontal (the y) direction. A more realistic model would be a fully 3-D model where the resistivity values are allowed to change in all three directions. In this research, a simulation of the cone penetration test and 2D imaging resistivity are used as tools to simulate the distribution of hydrocarbons in soil.     

井间电磁成像系统应用研究

井间电磁（EM）成像系统的技术目标是实现井间电学特性的直接测量,并提供井间电阻率的二维及三维图像.从1997年开始,胜利油田与美国EMI公司合作,开展了EM技术的应用与研究,主要是通过大型、系统的现场试验,在大井间距的条件下,进一步验证仪器的性能,进行油藏研究的适用性和可行性分析;以系统的现场实测数据为依据,加快成像处理方法和软件的开发;开展穿透金属套管井的EM试验,探讨金属套管条件下的电阻率成像方法。两年来,利用EMI提供的XBH2000型测量系统,对胜利油田典型的低电阻率砂泥岩剖面,成功地进行了3对井、10个井次的试验。试验证明了仪器性能的可靠,取得了测量重复性好、系统完整的井间EM数据.并反演得到电阻率成像,在分析井间油气分布和油层开采动态方面,取得了良好的地质效果.     

横向预应力混凝土梁的抗剪性能试验研究

通过4根加配横向预应力筋的钢筋混凝土梁和1根普通钢筋混凝土梁的对比试验,初步考察了横向预应力筋对提高钢筋混凝土梁抗剪性能的良好效果。研究结果表明:(1)加配横向预应力筋并施加适当预应力之后,钢筋混凝土梁的抗剪承载力提高70%以上,即使在不施加预应力的情况下,梁的抗剪承载力也约有40%的增长;(2)在横向预应力筋的总截面面积一定的情况下,采用直径较小的横向预应力筋和较小的间距,更有助于改善钢筋混凝土梁的破坏形态。     

地-空瞬变电磁法电阻率成像研究与应用

地-空瞬变电磁法(Semi-airborne transient electromagnetic,SATEM)凭借适应能力强、探测深度大、实时性强等特点,适用于湖泊、沼泽、山区等地形复杂地区观测.SATEM接收数据量大、精度要求高,传统成像方法基于地面视电阻率计算未考虑飞行高度,开展SATEM的高精度快速成像研究对实际运用有重要作用.针对SATEM中电性源发射装置感应电流分布,接收装置设置于空中以及两者不在相同平面的特点,本文考虑横向、纵向感应电流差异,飞行高度对视电阻率影响等因素,提出电性源SATEM电阻率成像方法.首先,基于电性源瞬变电磁场感应电流分布特征及各分量空间分布、扩散特性分析,推导出基于均匀半空间磁场与感应电压解析解,然后定义了电性源地-空瞬变电磁法早期、晚期、全期视电阻率;最后根据对感应电流分布分析定义了横向分量和纵向分量的成像深度,并研究了成像深度受飞行高度、发射磁矩、偏移距、偏移角度的影响;对煤炭采空区的实测结果表明,利用本文提出的电阻率成像方法可以更加精确定位目标体位置.     

含裂缝地层的过套管电阻率测井响应特征研究

由于石油压裂开采等开发措施的实施,会使在套管周围存在着许多被油气等高阻流体填充的微裂缝.尽管这些裂缝或孔隙可能很小,但对套管井电阻率测量会有非常大的影响,甚至会改变原地层的电阻率测井特征,因此裂缝测井响应的计算及考察对过套管电阻率测井十分重要.为解决裂缝测井响应的计算问题,本文提出了计算等效电阻的电流通量管模型,利用该电流通量管模型给出了含垂直裂缝地层横向电阻的计算方法,基于传输线方程法及地层电阻的过套管测量方法实现了含裂缝地层的过套管电阻率测井响应的数值计算,通过计算实例考察了地层裂缝对过套管电阻率测井响应的影响.算例表明:裂缝中的高阻流体对地层视电阻率测量结果会有较大的影响;环形裂隙比垂直裂缝有更大的电阻率测井响应.本文的研究为解决微裂缝过套管电阻率测井响应的计算这一关键技术问题提供了一种可行的计算与考察方法.     

基于非结构网格的电阻率三维带地形反演

地表起伏地形在野外矿产资源勘察中不可避免,其对直流电阻率法勘探影响巨大.近年来,电阻率三维正演取得诸多进展,特别是应用非结构网格我们能够进行任意复杂地形和几何模型的电阻率三维数值模拟,但面向实际应用的起伏地形下电阻率三维反演依然困难.本文基于非结构化四面体网格,并考虑到应用GPS/GNSS时,区域地球物理调查中可非规则布设测网的实际特点,实现了任意地形(平坦或起伏)条件下、任意布设的偶极-偶极视电阻率数据的不完全Gauss-Newton三维反演.合成数据的反演结果表明了方法的有效性,可应用于复杂野外环境下的三维电法勘探.     

三维高密度电阻率E SCAN法有限元模拟异常特征研究

工程电法勘探中，常需要探测埋深不大、规模较小、分布复杂的目标体，对探测方法的精度要求较高.由于三维高密度电阻率法数据采集密度大，可对目标体进行多方位观测，是目前工程探测中常用的方法之一.本文对三维高密度电阻率E SCAN法的视电阻率异常特征进行研究.设计几种典型地质体模型，利用有限单元法进行正演计算，并分析其异常特征和分布规律.算例结果表明，E SCAN法对低阻体的分辨能力强于高阻体.无需对所有电极进行扫描供电观测，即可分辨地质体电性特征及水平位置，但观测结果难以分辨地质体纵向延伸.     

The use of multi-electrode resistivity imaging in gravel prospecting

We investigated the potential of using a 24-electrode resistivity imaging apparatus for rapid reconnaissance surveys for natural-aggregate accumulation. The surveys were first calibrated at sites with known geometry of sand and gravel layers, which showed that subsurface accumulation of coarse material was accurately resolved with both 2- and 4-m electrode spacing. The inverted absolute resistivity of economically viable gravel deposits varied in the range of 300–1500 Ω m, depending on variation in ground-moisture levels. The exploration surveys were then conducted at seven sites where geomorphological analyses indicated a potential for gravel. Four of these sites, where subsurface resistivity did not exceed 30–40 Ω m, were found to have very little or no coarse material. The three remaining sites showed significant accumulations of high-resistivity material, two of which were subsequently augered for verification. The results of drilling demonstrated that resistivity images were an effective indicator of the presence of coarse material in the subsurface, allowing accurate determination of subsurface distribution and thickness of sand and gravel strata. The total volume of a deposit could easily be estimated from resistivity images. The absolute quality and economic value of the material, is, however, difficult to ascertain from resistivity images alone without drilling.     

Comparison of stress-dependent geophysical,hydraulic and mechanical properties of synthetic and natural sandstones for reservoir characterization and monitoring studies

Synthetic rock samples can offer advantages over natural rock samples when used for laboratory rock physical properties studies, provided their success as natural analogues is well understood. The ability of synthetic rocks to mimic the natural stress dependency of elastic wave, electrical and fluid transport properties is of primary interest. Hence, we compare a consistent set of laboratory multi-physics measurements obtained on four quartz sandstone samples (porosity range 20–25%) comprising two synthetic and two natural (Berea and Corvio) samples, the latter used extensively as standards in rock physics research. We measured simultaneously ultrasonic (P- and S-wave) velocity and attenuation, electrical resistivity, permeability and axial and radial strains over a wide range of differential pressure (confining stress 15–50 MPa; pore pressure 5–10 MPa) on the four brine saturated samples. Despite some obvious physical discrepancies caused by the synthetic manufacturing process, such as silica cementation and anisotropy, the results show only small differences in stress dependency between the synthetic and natural sandstones for all measured parameters. Stress dependency analysis of the dry samples using an isotropic effective medium model of spheroidal pores and penny-shaped cracks, together with a granular cohesion model, provide evidence of crack closure mechanisms in the natural sandstones, seen to a much lesser extent in the synthetic sandstones. The smaller grain size, greater cement content, and cementation under oedometric conditions particularly affect the fluid transport properties of the synthetic sandstones, resulting in lower permeability and higher electrical resistivity for a similar porosity. The effective stress coefficients, determined for each parameter, are in agreement with data reported in the literature. Our results for the particular synthetic materials that were tested suggest that synthetic sandstones can serve as good proxies for natural sandstones for studies of elastic and mechanical properties, but should be used with care for transport properties studies.     

Imaging a 3D geological structure from HEM, airborne magnetic and ground ERT data in Kalat-e-Reshm area, Iran

A set of geophysical data collected in an area in Iran are analyzed to check the validity of a geological map that was prepared in connection to a mineral prospecting project and also to image the spatial electrical resistivity distribution. The data set includes helicopter electromagnetic (HEM), airborne magnetic and ground electrical resistivity measurement. Occam approach was used to invert the HEM data to model the resistivity using a layered earth model with fixed thicknesses. The algorithm is based on a nonlinear inverse problem in a least-squares sense.The algorithm was tested on a part of an HEM dataset acquired with a DIGHEM helicopter EM system at Kalat-e-Reshm, Semnan in Iran. The area contains a resistive porphyry andesite that is covered by Eocene sedimentary units. The results are shown as resistivity sections and maps confirming the existence of an arc like resistive structure in the survey area. The resistive andesite seems to be thicker than it is indicated in the geological maps. The results are compared with the reduced to the pole (RTP) airborne magnetic anomaly field data as well as with two ground resistivity profiles. We found reasonable correlations between the HEM 1D resistivity models and 2D models from electrical resistivity tomography (ERT) inversions. A 3D visualization of the 1D models along all flight lines provided a useful tool for the study of spatial variations of the resistivity structure in the investigation area.     

考虑劣化屈服老化裂纹后混凝土水库堤坝排水边坡抗震性研究

针对在水库堤坝排水边坡混凝土裂纹的抗震性研究中,未考虑岩土体抗剪强度参数的劣化屈服效应以及混凝土裂纹的老化,存在抗震性判断结果准确率较差等问题,提出水库堤坝排水边坡混凝土考虑老化后产生裂纹的抗震性能研究方法。模拟强震下边坡混凝土的开裂破坏过程,根据D-P屈服准则,实现对闸墩混凝土材料的屈服判断。采用薄层整体单元模拟和分离式裂纹单元,实现混凝土裂纹的数值模拟,加载地震波后,获取混凝土裂纹的强震响应规律与破坏特征。实验结果可知,本文方法对坝体位移变化的研究精度高,得到的混凝土裂纹扩展范围更为准。运用本文方法对水库堤坝排水边坡混凝土的抗震性研究准确率以及可信度较高,说明本文方法具有一定的可取性。     

活性粉末混凝土板抗冲击性能试验研究

为了研究常温养护条件下活性粉末混凝土(RPC)板的抗冲击性能,对3块RPC板和3块普通钢筋混凝土(RC)板进行14 m高度下的落锤冲击试验,利用高速动态采集系统对落锤冲击过程中动态加速度和动态支座反力、混凝土板的应变进行采集,通过记录数据并对比分析了RPC板和RC板抗冲击性能的差异。试验结果表明:与普通RC板相比,RPC板的落锤冲击持续时间明显延长,冲击速度增大,冲量明显增加;冲击加速度峰值、平均冲击力及最大冲击力均减小;RPC板四角所承受的动态反力幅值明显大于RC板;RPC板的最大应变均大于RC板。分析混凝土板的破坏情况,发现RPC板正面接触冲击部位只出现较小的冲击坑,未出现RC板的穿透性破坏,且RPC板背面的裂缝数量均少于RC板,宽度也明显小于RC板。试验结果,表明常温养护条件下RPC板的抗冲击性能明显高于RC板,且随着钢纤维掺量的增加,RPC板的抗冲击性能逐渐增强,相比较于普通混凝土,RPC材料更加适用于受落石冲击危害的地区。     

Influence of “stress reversal” on rock resistivity during loading procedure

The properties of rock resitivity were studied under pressure, particularly with “stress reversal”, a procedure in which the pressure applied was increased and decreased. It was observed that, 1) With pressure increasing, the main feature of resistivity change was increase-steady-decrease for high-saturation rock samples (saturation 70–100%). But the main feature for low-saturation samples was different. 2) In 10 out of 11 cases of “stress reversal” for high-saturation samples the resistivity droped (about 2%). Such drop could explain the anomalies in geoelectricity terms, which are commonly observed before earthquakes in China. 3) It was also observed shortly before rock failure that, a) the resistivity drops more dramatically (about 20%) during “stress reversal” period, which is much more than ordinary drops. b) these drops occurred not only during stress decrease but also during stress increase. c) Resistivity exhibits anisotropy: the resistivity along different directions may differ by 10%. These three features may indicate that the rock is nearing failure, while ordinary resistivity drops are only connected with “stress reversal” and may not mean the imminence of rock failure. 4) Resistivity increase was observed during the “stress reversal” period for low-saturation rock samples. The results mentioned above were explained with the effect of water flowing in and out of the cracks of rock. The temporary factors which yield a reduction of the maximum main stress, may enhence the possibility of earthquake occurrence.     

Evaluation of DC, FDEM and IP resistivity methods for imaging perched saltwater and a shallow channel within coastal tidal flat sediments

Presently, electrical resistivity methods are applied in a wide variety of geological and environmental site investigations. Geologically, the coastal tidal flat sediments formed shallow channel-like features at the northern part of Germany. Three geoelectrical methods are applied to image the near surface sediments including a shallow conductive zone within the tidal deposits at the North Sea coast. These methods, direct current (DC) resistivity, frequency domain electromagnetic (FDEM) and spectral induced polarization (SIP), are evaluated to show which one can provide the required spatial resolution under study area conditions. This evaluation also includes a synthetic modeling to assess the DC resistivity imaging technique.The results constitute an encouraging example using these geophysical methods in characterizing the coastal aquifers. The inversion results show that the subsurface resistivity distribution of tidal sediments can change rapidly within a short distance. A thin high conductive layer is observed above the peat and clay layers reflecting a perched saltwater. The 2D IP section shows that the perched saltwater is restricted to patched forms above an impermeable layer of clay. According to the IP images the boundaries of the clay layer are recognized with a good resolution due to the high membrane polarization of the clays. The EM and DC profiles show a shallow channel-like feature within tidal deposits. In this paper, the best FDEM field parameters and the role of EM in lithologic studies are emphasized. Two main limitations can be observed from DC synthetic modeling: (a) A smearing in the lower boundary of the perched saltwater; (b) an amplification of the lateral effect of the highly conductive layer. These limitations decrease the resolution of DC imaging for accurate defining our targets. Because the IP response depends on microgeometry, fluid chemistry and saturation, the 2D IP results demonstrate the suitability of this method to characterize the tidal deposits in the coastal area with a good resolution. In this study, the success of SIP method supports further investigations into studying the hydraulic parameters of tidal deposits in this area. The obtained results during this investigation provide an overview of the coastal aquifer and they can serve as a basis for refining the conceptual model of morphological elements and sedimentary sequences of the coastal tidal flat.