颗粒破碎对煤矸石渗透性能的影响

采用标准试验方法求得筑坝用煤矸石的最大干密度和相应的最优含水量。试验结果表明,击实作用使煤矸石的粗大颗粒发生破碎,导致其粒度组成改变,颗粒级配进一步趋于良好,有利于碾压密实。当粗粒质量分数大于60%时,煤矸石的破碎程度明显提高。当粗粒质量分数小于40%时,煤矸石的工程特性主要由细颗粒的性质决定。煤矸石的渗透系数和孔隙比之间存在指数关系。随细颗粒含量的增加,煤矸石的渗透性将显著降低。     

Experimental and numerical investigation of groundwater head losses on and nearby short intersections between disc-shaped fractures

Discrete fracture models are used for investigating precise processes of groundwater flow in fractured rocks,while a disc-shaped parallel-plates model for a single fracture is more reasonable and efficient for computational treatments.The flow velocity has a large spatial differentiation which is more likely to produce non-linear flow and additional head losses on and nearby intersections in such shaped fractures,therefore it is necessary to understand and quantify them.In this study,both laboratory experiments and numerical simulations were performed to investigate the total head loss on and nearby the intersections as well as the local head loss exactly on the intersections,which were not usually paid sufficient attention or even ignored.The investigation results show that these two losses account for 29.17%-84.97%and 0-73.57%of the entire total head loss in a fracture,respectively.As a result,they should be necessarily considered for groundwater modeling in fractured rocks.Furthermore,both head losses become larger when aperture and flow rate increase and intersection length decreases.Particularly,the ratios of these two head losses to the entire total head loss in a fracture could be well statistically explained by power regression equations with variables of aperture,intersection length,and flow rates,both of which achieved high coefficients of determination.It could be feasible through this type of study to provide a way on how to adjust the groundwater head from those obtained by numerical simulations based on the traditional linear flow model.Finally,it is practicable and effective to implement the investigation approach combining laboratory experiments with numerical simulations for quantifying the head losses on and nearby the intersections between disc-shaped fractures.     

The dissolution of synthetic Na-boltwoodite in sodium carbonate solutions

Uranyl silicates such as uranophane and Na-boltwoodite appear to control the solubility of uranium in certain contaminated sediments at the US Department of Energy Hanford site [Liu, C., Zachara, J.M., Qafoku, O., McKinley, J.P., Heald, S.M., Wang, Z. 2004. Dissolution of uranyl microprecipitates in subsurface sediments at Hanford Site, USA. Geochim. Cosmochim. Acta68, 4519-4537.]. Consequently, the solubility of synthetic Na-boltwoodite, Na(UO₂)(SiO₃OH) · 1.5H₂O, was determined over a wide range of bicarbonate concentrations, from circumneutral to alkaline pH, that are representative of porewater and groundwater compositions at the Hanford site and calcareous environments generally. Experiments were open to air. Results show that Na-boltwoodite dissolution was nearly congruent and its solubility and dissolution kinetics increased with increasing bicarbonate concentration and pH. A consistent set of solubility constants were determined from circumneutral pH (0 added bicarbonate) to alkaline pH (50 mM added bicarbonate). Average or 5.85 ± 0.0.26; using the Pitzer ion-interaction model or Davies equation, respectively. These values are close to the one determined by [Nguyen, S.N., Silva, R.J., Weed, H.C., Andrews, Jr., J.E., 1992. Standard Gibbs free energies of formation at the temperature 303.15 K of four uranyl silicates: soddyite, uranophane, sodium boltwoodite, and sodium weeksite. J. Chem. Thermodynamics24, 359-376.] under very different conditions (pH 4.5, Ar atmosphere).     

Performance investigation of 3D printed clay soil using fiber Bragg grating technology

Acta Geotechnica - Additive Manufacturing (AM) techniques are under continuous investigation with interesting results published at both experimental and research levels. However, few investigations...     

Reverse fault slip through soft rock and sand strata by centrifuge modeling tests

The devastating damage after the 1999 Chi-Chi and 1999 Izmit earthquakes has greatly motivated soil–reverse fault interaction studies. However, most centrifuge modeling studies have employed a single homogeneous soil layer during testing, which does not represent in situ conditions. Indeed, while geological conditions vary spatially, engineering soils are often underlain by soft rocks. Therefore, four centrifuge models were developed to evaluate the effect of soft rock layers on the ground surface and subsurface deformation. Sand–cement mixtures of varying thicknesses with a uniaxial compressive strength of 0.975 MPa, simulating extremely soft rock, were overlain by pluviated sandy soil. The model thickness was 100 mm, corresponding to 8 m in the prototype scale when spun at 80 g. Every model was subjected to a vertical offset of 50 mm/4 m (0.5 H; H: total sedimentary deposit thickness) along a reverse fault with a 60° dip. The results indicate that the presence of a soft rock stratum results in the creation of a horst profile at the ground surface. Additionally, the thinner the soil layer on top of the soft rock stratum is, the longer and higher the horst created at the ground surface. Consequently, the fault deformation zone lengthens proportionally with the increasing thickness ratio of the soft rock. Furthermore, the presence of soft rock as an intermediary stratum between bedrock and soil causes the deformation zone boundary on the hanging wall side to move in the direction of fault movement.

     

塔里木克拉通东北缘二叠纪镁铁质岩浆氧化物与硫化物成矿条件对比

塔里木克拉通东北缘坡北、磁海等地二叠纪幔源岩浆活动形成了镍钴硫化物矿床和铁钴氧化物矿床,两者赋矿镁铁-超镁铁岩体的年龄相近(290～260 Ma),主、微量元素和Sr-Nd-Hf同位素组成相似,分配系数接近的微量元素比值分布于相同趋势线,揭示两者岩浆源区相同,可能为俯冲板片流体交代的亏损地幔或软流圈地幔。两类矿床镁铁-超镁铁质岩中Co与Ni含量正相关,Co主要富集在基性程度高的岩石中;块状硫化物与磁铁矿矿石中Co与Ni相关性差,Co和Ni具有不同的富集机制,Co热液富集作用明显。北山镁铁-超镁铁杂岩体是地幔柱相关软流圈上涌,诱发俯冲板片交代的亏损岩石圈地幔发生部分熔融,形成的高镁母岩浆演化过程中经历壳源混染、硫化物饱和富集镍钴形成铜镍钴硫化物矿床,富铁母岩浆氧逸度高、富水,岩浆分离结晶磁铁矿、叠加热液作用富集钴,形成铁钴氧化物矿床。     

沧县隆起北部地区地热资源特征及开发潜力

【研究目的】地热资源特征研究及开发潜力分析是开发区域地热资源的重要依据。【研究方法】本文将前人研究成果与最新钻井资料相结合,通过对沧县隆起北部地区地热地质背景、热储分布、地温场特征、水化学资源类型等主要因素进行剖析,建立了该区的地热成藏模式。【研究结果】沧县隆起北部地区是在渤海湾伸展型沉积盆地高大地热流值背景下,由北部燕山裸露区基岩接受的大气降水作为近源补给水源,进入基岩的冷水在深层循环过程中受到深部热源加热增温,沿断裂破碎带和不整合面向上运移富集,形成的以传导型传热机制为主的地热系统。【结论】本区地热资源特点为热储类型多、盖层地温梯度高、补给速度快、资源量巨大。主要表现为：区内分布馆陶组砂岩热储,奥陶系、蓟县系雾迷山组岩溶热储三套主力热水储集层;地温场分布主要受基底构造形态控制,基岩凸起区的平均地温梯度为45℃/km;地下水类型随着埋深的增加由HCO₃-Na、HCO₃·SO₄-Na型水向成熟的Cl-Na型水过渡;本区内三套热储的可采地热资源量为1.67×10¹⁰GJ,折合标煤5.72×10⁸t,年可开采地热资源量可满足供暖面积2亿m²,若在采灌平衡的条件下,沧县隆起北部地区年可采地热资源量为7.06×10⁷GJ,折合标煤2.41×10⁶t,可满足供暖面积0.85亿m²,具有良好的地热市场开发前景。     

塔中地区良里塔格组海平面变化对高频层序和沉积演化的控制

【研究目的】碳酸盐岩地层易受海平面变化影响而发育高频层序,但是反映海平面变化的地化指标的精度不足,导致高频层序对海平面振荡的响应认识不够深入,高频海平面变化对台地边缘礁滩沉积的高频层序和沉积演化的控制尚不明确。【研究方法】论文研究选取塔里木盆地塔中地区某钻井的上奥陶统良里塔格组连续取心资料,通过密集取样开展微相分析和碳、氧同位素测试分析。【研究结果】该井良里塔格组中上部发育7种微相类型,沉积演化分析表明良里塔格组沉积中—晚期,沉积环境由潮坪向生物礁-颗粒滩再到较深水的开阔台地演化。碳、氧同位素测试显示δ¹³C为0.5993‰~1.6228‰（均值1.139‰）,δ¹⁸O值为-8.3608‰~-5.1452‰（均值为-6.790‰）;δ¹³C和δ¹⁸O的振荡变化与微相变化和沉积旋回对应良好。古海洋条件分析表明,良里塔格组沉积时期气候温热,礁、滩体发育层段样品的古温度值最高,代表着高的碳酸盐产率;Z值所反映的古盐度在底部潮坪沉积段最高,在高频旋回的顶部古盐度均明显减小,指示可能存在大气淡水的影响。与塔北地区南缘和巴楚地区的δ¹³C和δ¹⁸O存在一定差异,主要受控于沉积环境和古水深。【结论】良里塔格组中—上部存在至少3个完整的海平面升降变化周期,内部又包括至少2个次级周期;不同级别的海平面振荡主要受古气候变化驱动,并控制了高频层序的发育。海平面先缓慢上升再持续稳定或小规模振荡,是连续厚层的生物碎屑和砂屑颗粒滩沉积发育的有利条件;良里塔格组沉积晚期海平面快速上升,沉积环境向滩间洼地和较深水的开阔台地转变。在高频层序顶部海平面的小规模下降导致的早期岩溶作用是礁滩体储层质量改善的重要因素。