大数据环境下道路场景高时空分辨率众包感知方法EI北大核心CSCD

道路场景作为人类发展演变中最重要、最复杂、最典型的载体之一,是道路基础设施与活动行为共同构成的综合体,链接和构建“人地关系”。道路场景感知从二维抽象简略到三维精细丰富、从静态过去式向动态现在时发展,成为智慧城市、智能交通、无人驾驶的关键技术支撑,是我国新型城镇化战略、交通强国战略的核心技术保障。本文立足于时空交通大数据,提出基于道路场景静态基础设施“形”和动态活动行为“流”的高时空分辨率道路场景感知方法。该方法从静态路网“形”角度,以“点-线-面-体”等要素为研究脉络,构建高精度道路地图众包感知的理论体系;在活动行为“流”感知上,突破传统的点模式分析局限,发展了道路网络空间活动流的时空建模与多尺度分析方法。本文揭示了静态基础设施“形”结构与动态活动行为“流”模式交互作用下的道路场景演化规律,形成以“形”控“流”、借“流”定“形”、“形”“流”叠置的高时空精度道路场景众包感知理论体系,为智慧城市、智能交通的发展提供核心技术与数据支撑。     

Coupling multipoint flux mixed finite element methodswith continuous Galerkin methods for poroelasticity

We study the numerical approximation on irregular domains with general grids of the system of poroelasticity, which describes fluid flow in deformable porous media. The flow equation is discretized by a multipoint flux mixed finite element method and the displacements are approximated by a continuous Galerkin finite element method. First-order convergence in space and time is established in appropriate norms for the pressure, velocity, and displacement. Numerical results are presented that illustrate the behavior of the method.     

LA-ICP-MS硅酸盐矿物原位微区分析方法研究

建立了一种利用New Wave UP 213 nm激光和ThermoFisher X Series2四极杆等离子体质谱法直接测定硅酸盐矿物中54种元素的分析方法。该方法以40Ca为内标、玻璃标准参考物质NIST SRM 610为外标,通过调节载气流量、激光频率、激光能量、激光剥蚀斑径降低元素分馏效应,并对NIST SRM 612进行测定,测定结果满足分析要求,54种元素的相对标准偏差大都低于10%,可应用于地质学分析研究。     

A Study on Crack Damage Stress Thresholds of Different Rock Types Based on Uniaxial Compression Tests

When rock samples are loaded until macroscopic fractures develop, the failure process can be divided into several stages based on axial and lateral strain responses or the acoustic emission sequence during uniaxial compression tests. Several stress thresholds may be identified: the crack closure stress σ _cc, crack initiation stress σ _ci, crack damage stress σ _cd, and uniaxial compressive strength σ _ucs; these may be used as a warning indicator for rock rupture. We investigated the crack damage stress σ _cd, its threshold, and a possible relationship between σ _cd and the uniaxial compressive strength. The σ _cd of different rock types were compiled from previous studies based on uniaxial compression tests. The results showed that the overall averages and standard deviations of σ _cd /σ _ucs for igneous, metamorphic, and sedimentary rocks were ~0.78 (±0.11), ~0.85 (±0.11), and ~0.73 (±0.18), respectively. There were no significant differences in σ _cd /σ _ucs between the different rock types, except that the sedimentary rock had a slightly larger standard deviation attributed to the variation of porosity in the samples, while the metamorphic rock had higher average σ _cd /σ _ucs resulting from the small statistical sample size. By excluding the higher-porosity (>10 %) rock samples, the averages and standard deviations of σ _cd /σ _ucs for igneous, metamorphic, and sedimentary rocks were ~0.78 (±0.09), ~0.85 (±0.09), and ~0.78 (±0.11), respectively. The results imply that the rock origin process (i.e., igneous, metamorphic, and sedimentary) has a minimal effect on σ _cd /σ _ucs. The ratio σ _cd/σ _ucs could be an essential intrinsic property for low-porosity rocks, which could be used in rock engineering for predicting the failure process.     

Assessment of the Excavation-Damaged Zone in a Tall Rock Slope Using Acoustic Testing Method

During slope excavation, high stresses can become concentrated in the rock mass because of stress redistribution. Failure of the rock mass creates an excavation-damaged zone (EDZ) in the slope. The damage reduces the acoustic wave velocity in the rock mass. Results of field tests measuring acoustic wave velocity at the Jinping I Hydropower Station are used here to study the EDZ in a tall rock slope. Two acoustic testing methods were adopted in the field tests: single-hole acoustic testing (SAT) and cross-hole acoustic testing (CAT). The acoustic wave velocity was lower in the EDZ, and the depth of the EDZ increased with decreasing slope elevation. Statistical analysis shows that the acoustic wave velocity obtained by the SAT method is larger than that obtained by the CAT method, and the relative difference between the SAT- and CAT-derived velocities is lower for a high quality rock mass than for a low quality rock mass. The integrity ratio and severity of damage can also be determined by acoustic wave velocity test results, revealing that the integrity ratio and elastic modulus of a rock mass are reduced in the EDZ.     

Geochemical features and origin of natural gas in heavy oil area of the Western Slope,Songliao Basin,China

The Western Slope of the Songliao Basin is rich in heavy oil resources (>70 × 10⁸ bbl), around which there are shallow gas reservoirs (∼1.0 × 10¹² m³). The gas is dominated by methane with a dryness over 0.99, and the non-hydrocarbon component being overwelmingly nitrogen. Carbon isotope composition of methane and its homologs is depleted in ¹³C, with δ¹³C₁ values being in the range of −55‰ to −75‰, δ¹³C₂ being in the range of −40‰ to −53‰ and δ¹³C₃ being in the range of −30‰ to −42‰, respectively. These values differ significantly from those solution gases source in the Daqing oilfield. This study concludes that heavy oils along the Western Slope were derived from mature source rocks in the Qijia-Gulong Depression, that were biodegraded. The low reservoir temperature (30–50 °C) and low salinity of formation water with neutral to alkaline pH (NaHCO₃) appeared ideal for microbial activity and thus biodegradation. Natural gas along the Western Slope appears mainly to have originated from biodegradation and the formation of heavy oil. This origin is suggested by the heavy δ¹³C of CO₂ (−18.78‰ to 0.95‰) which suggests that the methane was produced via fermentation as the terminal decomposition stage of the oil.     

温度对煤系泥岩力学特征影响的试验研究

利用RMT-150B岩石力学试验系统和GD-65/150高低温环境箱,对经历不同温度后煤系泥岩的力学特性进行试验研究,分析不同温度下煤系泥岩的应力-应变全过程曲线、峰值应力、峰值应变、弹性模量、变形模量以及泊松比受温度的影响。研究结果表明,不同温度下泥岩的力学特性有差异。随温度的升高,其峰值应力、峰值应变有不同程度的降低,其峰值应力从25℃时的9.153 MPa下降到55℃时的8.271 MPa,降幅为9.6%;峰值应变从25℃时的11.002×10-3下降到55℃时的8.249×10-3,降幅达25.0%。弹性模量随温度的升高逐渐减小,变形模量随温度的升高而增大,泊松比随温度的升高逐渐减小,由此得到各参数变量随温度的变化关系。研究成果可为深井高温软岩巷道的围岩控制提供理论基础。     

松嫩平原(吉林省)地下水动态特征及类型的研究

根据松嫩平原(吉林省)地下水动态观测资料进行分析,对区内的主要供水含水层的动态特征进行了描述,并对其进行了动态类型的划分,结合地下水动态的主要影响因素将为研究区地下水动态预测及地下水资源管理提供了依据。     

Analysis of the Grain Size Properties and Flow Body Classes of the Mud Sand Flow: An Example of Liantanggang Collapsing Hill and Gully in Wuhua County of Guangdong

Mud sand flow is a kind of solid-liquid two-phase flow formed in collapsing hill and gully basin during rainfall. It is the main way to export erosion product. The discrimination of its fluid type is one of the collapsing hill and gully control theoretical basis. This paper analyzed the basic characteristics of mud sand flow like grain size and so on through fieldwork and sampling. The results show that the density of mud sand flow is between 1.16~1.60 t/m³ and the solids content is between 257.03~960.55 kg/m³, both of which decrease from the upper to the lower channel. The slurry of mud sand flow is composed mainly of silt and clay. As the density increases, the particle size distribution curve transforms from a single peak to the bimodal distribution similar to the weathering crust with no sorting, and the grain size of mud sand flow becomes coarser which shows a well positive linear correlation between the sediment median particle diameter and density of mud sand flow. The comparison during mud sand flow, hyperconcentrated flow and debris flow shows that collapsing hill and gully mud sand flow, which belongs to an intermediate class between hyperconcentrated flow and debris flow, has a closer link with debris flow. Therefore, mud sand flow can be considered as a sub-class of generalized debris flow that may be called as collapsing hill and gully type debris flow.     

特大城市医疗公共服务可达性的空间格局及其影响因素分析——以上海市为例

大城市通常是医疗资源最为丰富的地区,但普遍存在配置不均的问题。精准地衡量城市医疗公共服务的空间异质性、合理规划医疗公共空间,是实现城市稳定健康发展的重要保障。以上海市为例,运用改进两步移动搜索法,从乡镇（街道）尺度测算医疗服务设施的空间可达性,并结合基尼系数和空间自相关分析探究上海市医疗服务设施可达性的空间分异特征,探讨了影响上海市医疗服务资源可达性空间格局的主要因素。研究表明：上海市医疗公共服务可达性自中心城区向郊区逐渐递减;可达性高值区集中在外环线以内及其沿线地区,可达性低值区集中在远郊区。医疗资源呈现向心化集聚,满足了中心城区高密度的人口和体量庞大的老年人口就医需求;中心城区医疗服务资源配置相对均衡,可达性差异较小,而郊区医疗服务的可达性差异较大;上海市医疗服务可达性空间格局受人口密度和经济发展显著影响,上海市政府医疗财政支付对街道尺度的医疗服务设施空间可达性作用较小。在未来,在城市医疗卫生服务资源配置中注重人口集聚导向,建立医疗卫生人员双向流动的常态化机制是提升上海市医疗公共服务能力,优化城市医疗公共设施可达性的重要方向。