相对弱势群体的城市包容性感知与影响因素分析

城市化过程中包容性价值观的缺失导致城市社会走向分化,高质量的城市化是要建设人人共享的包容城市。通过明确城市包容性感知内涵的7个维度及26个评价要素,使用2020年城市体检问卷调查数据,评价老年群体、低收入群体、低学历群体和外地人4类相对弱势群体的城市包容性感知,并检验个体属性、客观城市特征以及主观感知等因素对居民包容性感知的影响。结果发现：年龄、收入、户籍差别导致的居民包容性感知差距较大,不同学历群体的包容性感知差距较小。4类相对弱势群体的包容性感知在城市之间均存在明显差别。包容性感知因个体属性特征和城市客观特征而异,中小城市居民包容性感知显著更低,常住人口占比、住房可支付能力、人均住房面积、人口密度对于包容性感知有正向促进作用。多项要素的主观感知与包容性感知显著相关,社会治安、对弱势群体友好性、邻里关系以及综合医院的满意度是影响4类相对弱势群体包容性感知的共性因素。     

A new high-stress undrained ring-shear apparatus and its application to the 1792 Unzen–Mayuyama megaslide in Japan

Sassa and others in the Disaster Prevention Research Institute (DPRI), Kyoto University, developed a series of undrained ring-shear apparatus to physically simulate landslide initiation and motion, from DPRI-3 (Sassa 1992) to DPRI-7 (Sassa et al., Landslides 1(1):7–19, 2004). The maximum undrained capacities in the DPRI series ranged from 300 to 650 kPa. Sassa and others in the International Consortium on Landslides (ICL) have developed a new series of undrained ring-shear apparatus (ICL-1and ICL-2) for two projects of the International Programme on Landslides (IPL-161 and IPL-175). Both projects are supported by the Science and Technology Research Partnership for Sustainable Development Program (SATREPS) of Japan. ICL-1 was developed to create a compact and transportable apparatus for practical use in Croatia; one set was donated to Croatia in 2012. ICL-2 was developed in 2012–2013 to simulate the initiation and motion of megaslides of more than 100 m in thickness. The successful undrained capacity of ICL-2 is 3 MPa. This apparatus was applied to simulate possible conditions for the initiation and motion of the 1792 Unzen–Mayuyama megaslide (volume, 3.4?×?10⁸ m³; maximum depth, 400 m) triggered by an earthquake. The megaslide and resulting tsunami killed about 15,000 people. The Unzen Restoration Office of the Ministry of Land, Infrastructure and Transport (MLIT) of Japan systematically collected various papers and reports and published two summary leaflets: one in English in 2002 and an extended version in Japanese in 2003. Samples were taken from the source area (for initiation) and the moving area (for motion). The hazard area was estimated by the integrated landslide simulation model LS-RAPID, using parameters obtained with the ICL-2 undrained ring-shear apparatus. The estimated hazard area agrees reasonably with the landslide moving area reported in the Ministry leaflets.     

Three-dimensional hydrostratigraphical modelling to support evaluation of recharge and saltwater intrusion in a coastal groundwater system in Vietnam

Saltwater intrusion is generally related to seawater-level rise or induced intrusion due to excessive groundwater extraction in coastal aquifers. However, the hydrogeological heterogeneity of the subsurface plays an important role in (non-)intrusion as well. Local hydrogeological conditions for recharge and saltwater intrusion are studied in a coastal groundwater system in Vietnam where geological formations exhibit highly heterogeneous lithologies. A three-dimensional (3D) hydrostratigraphical solid model of the study area is constructed by way of a recursive classification procedure. The procedure includes a cluster analysis which uses as parameters geological formation, lithological composition, distribution depth and thickness of each lithologically distinctive drilling interval of 47 boreholes, to distinguish and map well-log intervals of similar lithological properties in different geological formations. A 3D hydrostratigraphical fence diagram is then generated from the constructed solid model and is used as a tool to evaluate recharge paths and saltwater intrusion to the groundwater system. Groundwater level and chemistry, and geophysical direct current (DC) resistivity measurements, are used to support the hydrostratigraphical model. Results of this research contribute to the explanation of why the aquifer system of the study area is almost uninfluenced by saltwater intrusion, which is otherwise relatively common in coastal aquifers of Vietnam.     

汶川地震基岩同震断层泥结构特征

汶川Ms8.0地震形成的地表破裂带主要沿松散沉积层分布,但在北川-映秀地表破裂带中,发现5处同震地表破裂带穿过基岩.通过详细介绍其中的4处基岩同震断层剖面,给出基岩同震断层泥的特点和识别标志.断层剖面位置从北向南:平武平溪、北川擂鼓、安县肖家桥和虹口八角庙.同震断层主要出露在相对较软的基岩中,断层长期活动形成了分带性特征显著的断层变形带,主要包括构造角砾岩、断层角砾、老断层泥和最新断层泥.其中,同震滑动产生的最新断层泥最为松软,厚度最薄,颜色最深,内部几乎不含角砾并与其他部分接触边界清晰平直.基岩同震断层泥的结构特征与断层围岩性质密切相关,当同震断层上下盘围岩由多种岩石组成,而且上下盘围岩强度差别较大时,断层变形带结构相对复杂,发育有厚层断层泥,局部存在多个滑动面;当上下盘围岩岩石组成相对单一时,断层变形带结构相对简单,断层泥厚度较薄.在野外断层变形带结构划分基础上,对部分断层剖面中的同震断层泥和断层岩进行了初步的显微结构分析,给出断层蠕滑和粘滑的显微结构特征,对同震断层泥中的流体活动方式进行了讨论.     

从北华北盆地的地质结构看1976年唐山地震的发震机理

北华北盆地经过古近纪拉张、新近纪挤压形成了怀柔—三河—唐山—锦州—下辽河向南突出的弧形构造带,它与向南推挤的南北向唐山—丰南隆起一起构成燕辽山字型构造。唐山—丰南脊柱向南推挤造成弧顶挤压应力集中。一旦应力集中超过极限值,应力必然释放,形成大地震。文章从这一认识出发对1976年唐山地震的发震机理进行了探讨。     

自动气象站现场校准和传感器调整方法探讨

讨论在自动气象站现场校准中一些需要改进的校准方法和超差传感器的调整方法。在将近2年对74个自动气象站的温湿度传感器、风向风速传感器、气压传感器、雨量和蒸发传感器的现场校准中,不断改进校准方法,对超差传感器进行调整。结果表明:气温传感器和风向传感器的校准方法需要改进,湿度传感器、气压传感器、雨量和蒸发传感器超差时可进行适当调整,使传感器误差值达到最小。     

内蒙白音华一号露天煤矿首采区南(非工作)帮边坡稳定性评价

根据工程地质勘察成果,分析了首采区南(非工作)帮边坡岩体的工程地质条件,并据此进行了岩石物理力学性质统计,软弱层(面)分布特征以及泥岩、炭质泥岩对地下水敏感度等研究。在此基础上建立了不同条件下不同滑面类型的边坡极限平衡法数值分析模型,并进行了相应的边坡稳定性计算成果评价,由此提出了南(非工作)帮边坡角的建议值:次边坡角采用值α1≤13°,主边坡角采用值α2≤19°。根据评价结果提出了修正岩体力学参数、合理调整采区和留设安全煤壁的建议。该评价结果为露天煤矿总平面设计系统中的边坡设计提供了依据。     

Preliminary results on VLT K-band imaging observations of GRB host galaxies

We have obtainedK-band imaging observations of Gamma-Ray Burst (GRB) host galaxies with the near-infrared spectro-imager ISAAC installed on the Very Large Telescope at Paranal (Chile). The derivedK magnitudes, combined with other photometric data taken from the literature, are used to investigate theR-K colors of GRB hosts. We do not find any extremely reddened starbursts in our sample, despite the capability of GRBs to trace star formation even in dusty regions. The observedR-K colors are on the contrary typical of irregular and spiral blue galaxies at high redshift.     

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滩间山金矿矿床成因初步探讨

本文通过对滩间山矿区地层、构造及岩浆岩与成矿关系的研究,认为中元古界万洞沟群是金的矿源层;成矿构造具有多期次、多阶段活动的特点,矿体受单一及复合型式的构造控制;华力西期侵入体对成矿作用仅体现于为矿床的形成与再造提供热源。矿质在弱酸—中偏碱性溶液中,主要呈硫络合物的形式搬运、并在还原条件下成矿。特别指出,含磷质物地层是区内重要的岩金找矿标志之一。