Numerical simulation on excavation-induced damage of rock under quasi-static unloading and dynamic disturbance

During the excavation of underground opening, the rock may experience a complex loading path that includes the highly confined compression before excavation, unloading of confining stress and further disturbance of dynamic loading after excavation. By using Rock Failure Process Analysis for Dynamics (RFPA-Dynamics), the failure of rock sequentially subjected to this complex loading path is numerically simulated, in order to examine the rock failure mechanism induced by excavation. The RFPA-Dynamics is firstly used to reproduce the failure of rock under confined compression, followed by unloading of confining pressure, and it is validated against with the existing experimental observation. Then, the failure characteristics of rock specimen sequentially subjected to the quasi-static triaxial loading, unloading of confining pressure and dynamic disturbance are numerically simulated, where the effect of magnitude of axial loading and confining pressure, and duration and amplitude of the dynamic disturbance on the final failure patterns of rock are examined. The numerical results indicate that the arc-shaped spalling damage zone is prone to develop with the increase in the axial pressure and lateral pressure coefficient. As for the effect of dynamic disturbance, the contribution of duration and amplitude of dynamic disturbance on the energy input are similar, where the area of damage zone increases with the energy input into the rock specimen. In this regard, the area of the damage zone is influenced by both the magnitude of in situ stress and waveform of dynamic disturbance. This study denotes that it is of great significance to trace the complex loading path induced by excavation in order to capture the rock failure mechanism induced by underground excavation.     

Single-Link Cluster Method to Identify Foreshocks and Aftershocks

Based on Single-Link Cluster (SLC) analysis,a new method to identify the foreshocks andaftershocks of a strong shock from the earthquake catalogue and then to form a sequencecatalogue has been proposed in this paper.In the SLC frame,there are many chains formedby links with lengths shorter than or equal to the characteristic length Lc.It is defined thatwhen some of these chains connect with a strong shock,the seismic events on such chainsfirm a sequence with the strong shock.In this sequence,the strong shock is the main shock;the events preceding the main shock are foreshocks and those following the main shock areaftershocks.By using this method,the foreshocks and aftershocks associated with the M_s7.4Haicheng earthquake and with the strong shocks of M_s≥6.0 in the top area of Kunlun-AltunArc were identified and sequence catalogues for these strong shocks were set up.     

水库群水沙调控的单-多目标调度模型及其应用

为缓解内蒙古河段"二级悬河"形势,以黄河上游沙漠宽谷河段为研究对象,以龙羊峡水库、刘家峡水库为调控主体,开展黄河上游水沙调控研究。建立了输沙量、发电量最大的单目标模型以及多目标模型;分别采用自迭代模拟算法、逐次逼近动态规划算法(DPSA)和改进的非支配排序遗传优化算法(NSGA-Ⅱ)求解模型;设置了初始、常规、优化和联合优化4种方案。通过实例计算,联合优化调度方案的区间总冲刷量达到了0.38亿t,梯级发电量148.22亿kW·h。该方案以较小的电量损失换来了输沙量的大幅度增加,水沙调控效果显著,推荐为最优方案。研究成果量化了水沙调控效果和各目标间的转化规律,为开展黄河上游水沙调控提供了决策依据,具有重要的应用价值和实际指导意义。     

南秦岭西乡—石泉地区三花石群白勉峡组中泥盆世孢子化石的发现及其地层意义

陕西汉南三花石群和西乡群的时代仍存很大争议。在陕西西乡地区三花石群白勉峡组灰色、灰黑色砂板岩中发现较丰富并具有时代特征的陆生植物孢子（spores）22属,40余种。其化石组合大致可与中国华南、西南和西秦岭中泥盆世孢子带比较,亦可以与欧洲、北美老红砂岩大陆及其邻区中泥盆世早期孢子带比较,时代为中泥盆世,并可能为中泥盆世早期,大致相当于西欧中泥盆世早期艾菲尔期。     

新工科背景下测绘工程专业创新型人才培养研究与实践

针对测绘工程专业新工科建设中存在的"重知识、轻能力""重理论、轻实践""重科研、轻教学"等问题,以培养测绘工程专业创新型人才为出发点,结合新工科建设和专业认证实践,提出了专业建设与改革思路,通过重构创新人才培养体系、强化实践教学平台建设、筑牢"以本为本"防线等改革措施,提高专业建设水平、教师教学科研能力以及学生实践创新...     

重庆电网GIS平台建设

重庆电网GIS平台运用国产软件搭建网省信息化平台,完成了数据准备、软硬件环境、平台实施部署、应用系统集成等内容,该文介绍了其主要功能和关键技术。     

城市扩展强度及其地表热特性遥感定量分析

城市化将自然景观转变为不同土地利用的城市景观,改变了地表的物理特性。因此,有关城市扩张及其对环境的影响的准确信息具有广泛的应用价值。利用遥感技术监测土地利用变化成为城市环境研究的重要内容,然而利用遥感技术定量提取城市扩展及其强度的定量信息仍存在许多挑战。本文提出了定量确定城市扩展范围及其发展强度的新方法——地图密度指数。并以中部城市——长沙为例,利用Landsat TM/ETM+数据定量评价了城市扩张及其热环境特征的变化。首先,集成遥感光谱指数提取地表非渗透表面,然后利用移动窗口算法获得地图密度指数,再根据设定的阈值获得密度指数等级图,依此密度指数等级图识别城市扩展范围及其发展强度。再结合地表温度反演的数据,分析了城市格局及其变化与地表热特性变化的定量关系。结果表明,自1990年代以来,长沙市城市区域及其发展密度显著增加,城市发展的密度差异与地表温度相一致。 地图密度指数能较好刻画城市扩展范围及其发展强度,并与地表温度空间分布存在较好的对应关系。     

Geochronology, Eruption Sequence and Geochemistry of Mid–Late Jurassic Volcanics South of Manzhouli: Petrogenesis and Implications for Mesozoic Tectonic Regime Transformation

To the south of Manzhouli, Hulunbuir, Inner Mongolia, experienced a tectonic regime transformation from compression to extension in the mid-Mesozoic. Based on systematic research of the volcanics, petrology, volcanic facies, chronology and geochemistry of rocks in the Buridun area, two stages of volcanics are identified. The first stage named the trachyte series was formed in the late Middle Jurassic (167–163 Ma), its eruption rhythm is pyroxene trachyandesite–trachyandesite–trachyte, and its origin rock is basic volcanics from thickened lower crust, with a tectonic setting in the collision orogeny after the closure of the Mongolia Okhotsk Ocean (MOO). The second stage is a bimodal volcanic rock, formed in the early Late Jurassic (163–160 Ma). The eruption rhythm of basic volcanics in this stage is basaltic andesite–basalt–olivine basalt, which comes from the metasomatized lithospheric mantle, the acidic volcanics of which being characterized by the eruption rhythm of sedimentary-explosive-overflow facies, which came from the partial melting of newly formed lower crust, and this shows the characteristics of A-type granite; the tectonic setting is extension of the lithosphere after collision and closure of the MOO. The changes in the formation age and tectonic setting of the two stages of volcanics demonstrate that the transition time from the compressive system to the extensional system south of Manzhouli is about 163 Ma.     

论东秦岭秋树湾铜钼矿区扩大找矿的有利因素

作为东秦岭铜钼矿带上重要的铜钼矿区,秋树湾及其外围的找矿工作一直未取得重大突破,因此,明确秋树湾岩体形态及位置是扩大找矿的关键所在。本文通过分析成矿母岩、蚀变及矿化分带,结合遥感、地球物理探测技术,总结出研究区矿化蚀变分带模型,并利用钻孔验证,在秋树湾矿区先期取得了找矿突破。在理论和实践上指出:秋树湾斑岩体为本区的成矿母岩;埋深在1000m以下仍存在花岗斑岩体,深部斑岩体是重要的找矿方向;近南北向断裂为岩浆沿断裂从东向北西倾入提供了通道,岩体具有西浅东深的特点。     

Interpretation of IPCC AR6 on buildings北大核心CSCD

IPCC于2022年4月正式发布了第六次评估报告(AR6)第三工作组(WGⅢ)报告《气候变化2022:减缓气候变化》,该报告以已发布的第一和第二工作组报告作为基础,评估了各领域减缓气候变化的进展。报告的第九章建筑章节系统全面地评估了全球建筑领域的温室气体排放现状、趋势和驱动因素,综述并评估了建筑减缓气候变化的措施、潜力、成本和政策。报告主要结论认为,全球建筑领域有可能在2050年实现温室气体净零排放,但如果政策措施执行不力,将有可能在建筑领域形成长达几十年的高碳锁定效应。报告的主要结论将成为全球建筑领域应对气候变化行动的重要参考,对于我国建筑领域实现碳达峰、碳中和目标也有非常重要的借鉴意义。