Petrographic of Northwestern Sudan

The sedimentology of the Northwestern Sudan consists of lower, middle and upper cycles. The lower and upper cycles are composed of intercalated fluvial and shallow marine facies, whereas the middle cycle consists entirely of fluvial and glaciofluvial facies. The petrographic analysis shows that the lower and upper cydes consist of quartz and lithic arenite sandstones, whereas the middle cycle consists of arkosic and lithic arenite sandstones. The lower and upper cycle sandstones reflect derivation mainly from recycled orogens with minor contribution from craton interior provenances. However, the middle cycle sandstones indicate derivation from basement uplift, transitional and mainly recycled orogens provenances.     

低荧光防塌沥青及低荧光特效封堵防塌降滤失剂的研制与应用

研发了一种具有优良防塌效果的低荧光钻井液用井壁稳定剂，提高石油沥青磺化度，解决降低产品荧光级别的新工艺，突破因荧光干扰测录井导致油储层被误判、漏判的关键技术，磺化反应后期，引入提高产品综合性能的特种材料进行交联反应。介绍了低荧光防塌沥青LF—TEX-1及低荧光特效封堵防塌降滤失剂FSL-1的关键技术原理和生产工艺流程，并对这两种处理剂的性能测试结果进行了分析。实际生产应用表明，他们具有明显的封堵、降失水功能。     

中国东部陆下岩石圈地幔中的再循环地壳流体组分

地幔捕虏体中的流体组分记录了地幔演化的信息,可用来认识地幔中再循环地壳组分的性质和来源。采用分步加热质谱法测定中国东部二辉橄榄岩捕虏体组成矿物中流体挥发份的碳、氢和氧同位素组成,结合化学组成(Zhang et al., 2004)综合分析表明,早期流体包裹体、矿物晶格缺陷和空隙中的流体挥发分主要在高温段(800-1200°C)释出,CO2和CO显示较轻的δ13C值,与世界其它地区地幔捕虏体明显不同;晚期流体包裹体中的流体挥发分主要在低温段(300-600°C)释出。根据中国东部地幔演化事件、地幔矿物性质认为陆下岩石圈地幔中三种类型的流体挥发份中均存在来源不同的再循环地壳组分：（1）地幔初始流体：主要为耐熔矿物橄榄石在800-1200°C释出的流体组分,华北克拉通地幔初始流体的化学组成（主要为CO）与华南克拉通（主要为CO2）明显不同,反映二者拼合前各自演化时期捕获的流体组分。地幔特征的δD、δ13CCH4和δ18OCO2反映初始流体组分可能为元古代克拉通大陆型岩石圈地幔成分,较轻的CO2 和 CO的δ13C值揭示初始流体中存在部分再循环地壳流体,可能在1.9Ga的大陆碰撞过程中混入。（2）地幔交代流体：指斜方辉石和单斜辉石800-1200°C释气峰的流体组分,以H2为主。华北克拉通交代流体主要组分H2含量(80.73 mm3.STP/g) 明显低于华南克拉通(138.91 mm3.STP/g),地幔特征的δDH2和δ13CCH4表明交代流体主体为地幔来源,较轻的δ13CCO2,CO和较重δ18OCO2揭示其中存在再循环陆壳流体,其可能的来源为华北与华南中生代拼合过程中的壳幔相互作用。（3）岩石圈减薄流体：指二辉橄榄岩捕虏体组成矿物在400-600°C释放出的流体,华北与华南克拉通在流体组成方面相似,壳源特征的CO2、CO和CH4的δ13C值,以及较轻的δ18OCO2和δDH2O值指示该流体可能为岩石圈地幔减薄过程中引起的再循环洋壳流体,可能与中国东部转换带中水平俯冲的太平洋岩石圈(或其前身)脱气有关。     

Building vibrations and dynamic pavement loads induced by transit buses

The purpose of this study was to investigate the effect of bus suspension systems on building vibrations and dynamic pavement loads. Building vibrations and pavement loads induced by two instrumented buses having different characteristics were measured simultaneously under controlled field conditions. Field tests were performed at several vehicle speeds, normal and reduced tire pressures, and with roads having good surface condition as well as abrupt surface irregularities. Tests were carried out at two vibration complaint sites in Montréal. The level and frequency content of vibrations and loads induced by the two buses were evaluated and compared. The results show that the dynamic component of pavement loads induced by the two buses were significantly different but the difference in building vibration levels was not as significant.     

Gas formation mechanism of marine carbonate source rocks in China

It has been proven in exploration practice that thecarbonates in China not only can generate hydrocar-bons, but also form commercial reservoirs. The car-bonates are different from clastic rocks in view of theirdeposition environment as well as their sedimentaryand diagenetic processes. Therefore, the evaluationcriteria and hydrocarbon generation mechanism forcarbonates can not be the same as that for clasticrocks, and it is important to establish a special hydro-carbon generation mechanism and…     

Mosaic desert pavement influences water infiltration and vegetation distribution on fluvial fan surfaces

Desert pavements (DPs) are critical for maintaining ecological stability and promoting near-surface hydrological cycling in arid regions. However, few studies have focused on eco-hydrological processes of DPs in the ecological systems of fluvial fans. Although DP surfaces appear to be barren and flat, we found that the surfaces are characterized by surface mosaic patterns of desert pavement (mosaic DP) and bare ground (mosaic BG). We investigated the effects of mosaic DP on water infiltration and vegetation distribution at six sites in fluvial fans (one on a hillside and five within the sectors of fans) along a southwest belt transect in northern Linze County, in the central Hexi Corridor (China). We found significant differences in mosaic DP between the hillside and sector sites in terms of pavement thickness and vesicular horizon thickness (Av thickness), particle composition, and bulk density, although significant differences were absent for mass soil water content, gravel coverage, and surface gravel size. The mosaic DP inhibited water infiltration by the pavement layer, where the sorptivity (S), initial infiltration rate (i_int), steady-state infiltration rate (i_sat) and infiltration time (T) averaged 1.19 cm/min^-0.5, 0.64 cm/min, 0.13 cm/min and 12.76 min, respectively. Where the pavement layer was scalped, the S, i_int, and i_sat increased by 0.27 cm/min^-0.5, 0.52 cm/min, and 0.40 cm/min, respectively, and the T reduced by 7.42 min. Water infiltration was mainly controlled by the pavement layer thickness (+), Av thickness (−), surface gravel coverage (−), fine earth (+) and fine gravel (−) in the pavement layer. The DP surfaces only had a sparse covering of shrubs, but an abundance of herbs. Few shrubs were present on the mosaic DP, but a greater number of shrubs and herbs grew on the mosaic BG. It can be concluded that DPs can maintain vegetation stability for different surface mosaic patterns. This study deepens our understanding of the eco-hydrological cycle of DP landscapes in arid regions.     

再生混凝土框架抗震性能试验研究

通过2榀再生骨料掺量分别为25%、50%的再生混凝土框架和1榀普通对比混凝土框架的低周反复加载试验,研究了再生混凝土框架的受力全过程、开裂荷载和极限承载力、破坏形态,分析了再生混凝土框架的滞回曲线、骨架曲线、变形性能、耗能能力等抗震性能,并和普通混凝土框架进行了对比分析。研究结果表明,随着再生骨料掺量的增加,再生混凝土框架的极限承载力、变形能力、耗能能力等抗震性能没有明显降低,再生混凝土框架具有较好的抗震性能,再生混凝土框架应用于实际工程是可行的。文中研究成果可为再生混凝土框架结构的工程应用提供依据。     

Study of the seismic response of a recycled aggregate concrete frame structure

Based on six-degree-of-freedom three-dimensional shaking table tests, the seismic response of a recycled aggregate concrete （RAC） frame was obtained. The analysis results indicate that the maximum story shear force and overturning moment reduce proportionally along the height of the model under the same earthquake wave. The story shear force, base shear coefficient and overturning moment of the structure increase progressively as the acceleration amplitude increases. The base shear coefficient is primarily controlled by the peak ground acceleration （PGA）. The relationships between the PGA and the shear coefficient as well as between the PGA and the dynamic amplification factor are obtained by mathematical fitting. The dynamic amplification factor decreases rapidly at the elastic-plastic stage, but decreases slowly with the development of the elastic-plasticity stage. The results show that the RAC frame structure has reasonable deformability when compared with natural aggregate concrete frame structures. The maximum inter-story drift ratios of the RAC frame model under frequent and rare intensity 8 test phases are 1/266 and 1/29, respectively, which are larger than the allowable value of 1/500 and 1/50 according to Chinese seismic design requirements. Nevertheless, the RAC frame structure does not collapse under base excitations with PGAs from 0.066 g up to 1.170 g.     

水泥混凝土路面施工质量管理

加强混凝土路面施工全面质量管理,一定要严格按国家有关规范和评定标准施工和验收。加强水泥混凝土路面施工管理和质量控制,对加快道路建设步伐,提高工程质量,节省投资,更好地服务于社会经济发展具有十分重要的意义。     

2022—2023年中国煤炭产业经济形势研究报告

富油煤热解重质焦油制备石墨化泡沫材料是富油煤资源高值化利用的方式之一。

为探究不同反应条件与泡沫炭性能的联系从而制备高性能泡沫炭材料,以重质焦油制备中间相沥青为前驱体,采用高温自发泡法制备泡沫炭。考察不同反应温度、升温速率和反应压力对煤焦油基泡沫炭性能的影响,最后进行Box-Behnken响应面设计实验建立二次多项回归方程,揭示泡沫炭孔隙率、导热系数与反应条件的关系。

结果表明：反应温度、升温速率和反应压力对煤焦油基泡沫炭性能有显著影响。泡沫炭孔隙率的最优值为72.8%,对应的条件为温度559 ℃、压力0.48 MPa、升温速率9 ℃/min,影响因素温度>压力>升温速率;泡沫炭导热系数最优值为0.219 W/(m·K),对应的条件为温度549 ℃、压力2 MPa、升温速率3.9 ℃/min,影响因素升温速率>压力>温度。经过响应面模型优化后的工艺参数可制备具有良好孔隙率及导热性的泡沫炭材料,为提升富油煤热解效率提供新方案。