滇西勐库地区退变质榴辉岩锆石U-Pb年龄及其地质意义

滇西双江县勐库地区退变质榴辉岩呈构造透镜体产于湾河蛇绿混杂岩带内,该发现弥补了东特提斯造山带高压-超高压变质岩在云南境内的空缺。在岩石学观察的基础上,借助激光剥蚀等离子体质谱(LA-ICP-MS)技术,对退变质榴辉岩中的锆石开展了精确的U-Pb年龄测定。所测试的3件样品分别采自3个不同的露头:样品PM011-9-1采自勐库控角剖面,样品PM038-15-4采自勐库地界剖面,样品GH1612-1-1采自勐库根恨大寨。测年结果显示,样品PM011-9-1的23个测点中存在2组较集中的~(206)Pb/~(238)U年龄,分别为801.0±9.8Ma和227.0±12Ma;样品PM038-15-4的26个测点中存在2组较集中的~(206)Pb/~(238)U年龄,分别为447.5±3.6Ma和291.7±6.3Ma;样品GH1612-1-1的30个测点中存在一组较集中的~(206)Pb/~(238)U年龄,为229.0±1.3Ma。结合区域资料及锆石阴极发光图像分析,801.0±9.8Ma应属退变质榴辉岩的原岩年龄,可能代表了Rodinia超大陆裂解早期出现的初始洋壳;而447.5±3.6Ma、291.7±6.3Ma和229.0±1.3～227.0±12Ma这3组年龄可能代表了退变质榴辉岩经历的3期变质作用年龄:分别为峰期硬柱石榴辉岩相的变质作用;中期角闪石榴辉岩相-高压麻粒岩相的退变质作用,为一个降压-增温的"热折返"过程;主期角闪岩相的退变质作用,是一个大幅度的降温-减压过程,奠定了勐库地区退变质榴辉岩的主体面貌。     

Soil column infiltration tests on biomediated capillary barrier systems for mitigating rainfall-induced landslides

Rainfall-induced landslide is a common geohazard in tropical and humid regions. Capillary barrier system (CBS) is a popular and widely studied mitigating measure for rainfall-induced landslides. However, several previous studies have shown that the performance of the conventional CBS under intense rainfalls has not been particularly convincing. This paper aims to explore the feasibility and effectiveness of a newly proposed system, known as “biomediated capillary barrier system” (B-CBS) in minimizing water infiltration into soil. A one-dimensional soil column was used to investigate the infiltration characteristics of the proposed system. The results showed that the B-CBS of biomediated residual soil overlying original residual soil (Test IV) could effectively control the infiltration into soil by taking advantage of the less-permeable biomediated soil cover. The B-CBS of biomediated residual soil overlying gravelly sand (Test V) and the three-layered B-CBS of fine sand overlying gravelly sand and biomediated residual soil (Test VI) showed the best performance in terms of minimizing the water infiltration. A suction of about 5 kPa still remained in the soil column after 60 min of infiltration from the ponded water on the soil surface.     

Accessing effects and signals of leakage from a CO<Subscript>2</Subscript> reservoir to a shallow freshwater aquifer by reactive transport modelling

CO₂ geological storage is a transitional technology for the mitigation of climate change. In the vicinity of potential CO₂ reservoirs in Hungary, protected freshwater aquifers used for drinking water supplies exist. Effects of disaster events of CO₂ escape and brine displacement to one of these aquifers have been studied by kinetic 1D reactive transport modelling in PHREEQC. Besides verifying that ion concentrations in the freshwater may increase up to drinking water limit values in both scenarios (CO₂ or brine leakage), total porosity of the rock is estimated. Pore volume is expected to increase at the entry point of CO₂ and to decrease at further distances, whereas it shows minor increase along the flow path for the effect of brine inflow. Additionally, electrical conductivity of water is estimated and suggested to be the best parameter to measure for cost-effective monitoring of both worst-case leakage scenarios.     

Laboratory investigations of inert gas flow behaviors in compact sandstone

The seepage evolution behavior of compact rock is significant for the stability and safety of many engineering applications. In this research, both hydrostatic and triaxial compression tests were conducted on compact sandstone using an inert gas, namely argon. A triaxial compression test with a water permeability measurement was carried out to study the difference between the gas permeability and water permeability evolutions during the complete stress–strain process. Based on the experimental data, the hydrostatic stress-dependent gas permeability was discussed firstly. A second-order function was proposed to predict and explain the gas slippage effect. The mechanical properties and crack development of the sandstone samples were discussed to better understand the permeability evolution with crack growth during the complete stress–strain process. The results show that the gas permeability evolution can be divided into five stages according to the different crack growth stages. Then, the permeability changes in the crack closure stress \( \sigma_{\text{cc}} \), crack initiation stress \( \sigma_{\text{ci}} \), crack damage stress \( \sigma_{\text{cd}} \) and peak stress \( \sigma_{\text{p}} \) with confining pressures were analyzed. Finally, we found that the difference between the corrected gas permeability and water permeability can be attributed to the interaction between the water and sandstone grains.     

Mechanical behavior and micro-structure of cement kiln dust-stabilized expensive soil

In this study, the effects of cement kiln dust (CKD) on the swelling properties, strength properties, and microstructures of CKD-stabilized expansive soil were investigated. Samples were prepared and stabilized with different CKD content ratios, ranging from 0 to 18% by dry mass. The results obtained show that the maximum swelling pressures decrease exponentially with increases in CKD content. Both the cohesion and unconfined compressive strength (UCS) increase at ratios below 10% CKD and then decrease slightly, above that ratio. CKD can also improve the strength of saturated, expansive soil. There is no visible change of UCS for soil without CKD when cured, while the UCS of a sample with 10% CKD content after curing for 90 days is higher than that after curing for only 1 day. This indicates that CKD can improve the long-term strength of expansive soil. Finally, microstructure analysis reveals that the addition of CKD reduces the montmorillonite content of expansive soil and decreases its swelling properties. The addition of CKD also changes the pore volume distribution, both the size and amount of macro-pores and micro-pores decrease with increase in CKD content. For saturated samples, the size of macro-pores is obviously reduced, while that of micro-pores is slightly increased for both treated and untreated soils. Hydration and saturation processes make the soil structure become dispersive which results in a lower strength, and adding CKD can restrain this process. The suggested optimal CKD content is between 10 and 14% and with a curing time of more than 27 days.     

Apatite-hosted melt inclusions from the Panzhihua gabbroic-layered intrusion associated with a giant Fe–Ti oxide deposit in SW China: insights for magma unmixing within a crystal mush

The ～?2-km-thick Panzhihua gabbroic-layered intrusion in SW China is unusual because it hosts a giant Fe–Ti oxide deposit in its lower zone. The deposit consists of laterally extensive net-textured and massive Fe–Ti oxide ore layers, the thickest of which is ～?60 m. To examine the magmatic processes that resulted in the Fe enrichment of parental high-Ti basaltic magma and the formation of thick, Fe–Ti oxide ore layers, we carried out a detailed study of melt inclusions in apatite from a ～?500-m-thick profile of apatite-bearing leucogabbro in the middle zone of the intrusion. The apatite-hosted melt inclusions are light to dark brown in color and appear as polygonal, rounded, oval and negative crystal shapes, which range from ～?5 to ～?50 µm in width and from ～?5 to ～?100 µm in length. They have highly variable compositions and show a large and continuous range of SiO₂ and FeO_t with contrasting end-members; one end-member being Fe-rich and Si-poor (40.2 wt% FeO_t and 17.7 wt% SiO₂) and the other being Si-rich and Fe-poor (74.0 wt% SiO₂ and 1.20 wt% FeO_t). This range in composition may be attributed to entrapment of the melt inclusions over a range of temperature and may reflect the presence of µm-scale and immiscible Fe-rich and Si-rich components in different proportions. Simulating results for the motion of Si-rich droplets within a crystal mush indicate that Si-rich droplets would be separated from Fe-rich melt and migrate upward due to density differences in the interstitial liquid when the magma unmixed. Migration of the Si-rich, immiscible liquid component from the interstitial liquid caused the remaining Fe-rich melt in the lower part to react with plagioclase primocrysts (An_59–60), as evidenced by fine-grained lamellar intergrowth of An-rich plagioclase (An_79–84)?+?clinopyroxene in the oxide gabbro of the lower zone. Therefore, magma unmixing within a crystal mush, combined with gravitationally driven loss of the Si-rich component, resulted in the formation of Fe-rich, melagabbro and major Fe–Ti oxide ores in the lower part and Si-rich, leucogabbro in the upper part of the intrusion.     

广西梧州思委银矿区花岗岩的岩石成因：锆石U-Pb测年、岩石地球化学和Hf同位素约束

本文对广西梧州思委银矿区思委岩体中细粒黑云母二长花岗岩进行了系统的锆石U-Pb年代学、岩石地球化学和Hf同位素分析研究,以深入探讨其岩石成因。LA-ICP-MS锆石U-Pb定年获得了思委岩体黑云母二长花岗岩成岩年龄为165±1Ma。思委岩体黑云母二长花岗岩为一套弱过铝质高钾钙碱性系列花岗岩,富集U、K、Pb等元素,亏损Nb、Ta、P、Ti等元素;球粒陨石标准化REE配分模式为右倾斜配分模式,轻重稀土元素分异强烈,富集轻稀土元素,重稀土元素平坦分布。锆石Hf同位素分析花岗岩锆石ε_(Hf)(t)值分布在-15.9~8.7之间,Hf同位素二阶段模式年龄(t2DM)在652~2255Ma之间,表明岩浆源区既有直接源于亏损地幔分异的新生地壳的迅速重熔,也有不同比例的古老地壳的混合作用。花岗岩成岩可能是受古太平洋板块持续俯冲作用影响,焊接板片开裂形成的岩浆上侵。     

大兴安岭十八站—韩家园地区中酸性侵入岩LA-ICP-MS锆石U-Pb年龄、地球化学特征及其地质意义

大兴安岭北部塔河县十八站—呼玛县韩家园地区发育早古生代中酸性侵入岩。文章选取二长闪长岩和二长花岗岩开展岩石年代学与地球化学研究。二长闪长岩LA-ICP-MS锆石U-Pb年龄为512.4±3.5 Ma,为早—中寒武世岩浆作用的产物。岩石地球化学分析表明,中酸性侵入岩归属于准铝质—弱过铝质(A/CNK=0.77~1.04)钙碱性—高钾钙碱性系列。岩石稀土总量∑REE=69.51×10~(-6)~275.83×10~(-6),轻重稀土分异明显(La/Yb)_N=9.11~26.64。在稀土元素配分图上,显示为LREE富集、HREE相对平缓的右倾型,Eu异常不显著(δEu=0.90~1.35)。微量元素组成具明显富集大离子亲石元素Ba、Sr,显著亏损高场强元素Nb、Ta、Ti的特征。结合区域资料和本文研究,初步分析认为早古生代侵入体形成于活动大陆边缘或岛弧环境,为前古亚洲洋闭合背景下萨拉伊尔造山作用的产物。     

煤渣改良土的抗冻能力及损伤特性研究

为研究煤渣改良土作为季节冻土区路基填料的抗冻能力,以不同煤渣掺量及不同养护龄期下的煤渣改良土为研究对象,利用GDS三轴试验系统开展了不同冻融次数下改良土的三轴压缩试验,获得了最佳的煤渣掺量及养护时间数据,提出冻融及加载综合影响下改良土的总损伤变量,并据此建立了损伤本构关系。结果表明：改良土的抗冻能力随着煤渣掺入量的增大出现先增强后减弱的变化趋势,随龄期的增长而逐渐增强。冻融循环对改良土物理力学性质的影响主要集中在前5次循环过程,超过5次后影响逐渐减弱。冻融加载总损伤变量能够较好地反映冻融及加载过程中改良土性质的劣化,据此建立的损伤本构关系具有一定的精度,可以为季节冻土区煤渣改良土路基工程提供参考。     

Advances and Issues in Luminescence Dating of Loess Deposits in Arid Central Asia

High-resolution loess deposits are widely distributed in Arid Central Asia (ACA) and provide important records associated with dust transportation, paleoenvironmental and paleoclimatic evolution. The chronology is the foundation of the research into loess deposits as an environmental archive. In recent decades, the gradually developed optical dating method has been increasingly matured and become an important approach to establishing the loess-paleosol sequences. Here, we summarized and discussed previous work on loess chronology mainly based on optical dating approach in ACA. The following understandings have been listed: ① In comparison with optical dating method, the suitable material for ¹⁴C dating is uncommon in ACA. However, the dating range of luminescence dating is more extensive, and the dating materials are accessible. Thus, the optical dating is widely applicable in the establishment of loess framework in this area. ② Until now, the quartz Single Aliquot Regeneration (SAR) method can be applied to the establishment of loess-paleosol sequence since last glacial period. But several issues remain unaddressed. For example, the Optically Stimulated Luminescence (OSL) signal sensitivity of quartz grains are low in some areas. Furthermore, the results of OSL dating of different grain sizes within a single sample are inconsistent in some areas. The solution of these problems still requires more methodological research. ③ The post-IR IRSL (pIRIR) and multiple elevated temperature stimulation (MET-pIRIR) protoCols of feldspar have basically overcome the anomalous fading issue in the traditional IRSL dating process. In ACA, the framework since MIS 7 can be established with K-feldspar luminescence dating method. Compared with quartz luminescence characteristics, the K-feldspar luminescence signals are more sensitive and exhibit a high saturation level. In specific applications, it is necessary to establish the age frame according to the luminescence sensitivity, the age of samples or other factors.