Planning of Water-Saving Green Space System Based on GIS Technology and Archydrodata Model

Water Resources - Following sponge city concept, taking Qunli New District as study object, and planning water-saving green space system (WGSS) that can use rainwater resources. GIS and ArcHydro...     

3D Anisotropic P- and S-Mode Wavefields Separation in 3D Elastic Reverse-Time Migration

Surveys in Geophysics - In 2D anisotropic media, non-stationary filters and low-rank approximation methods are classical strategies to compute the decomposition operators, but they suffer from...     

基于小波分解与同步挤压变换的西昌小庙台形变典型干扰的时频响应特征研究

为高精度识别定点潮汐形变观测中干扰信号的时频响应特征,提出一种基于小波分解和同步挤压变换的形变干扰数据分频时频分析方法.首先,选用合适的小波基和分解层数对原始数据做多尺度分解和重构,提取出目标异常干扰分量信号;其次,基于分频策略采用高频分辨率较好的同步挤压广义S变换处理高频干扰分量,采用低频分辨率较好的同步挤压小波变换处理中低频干扰分量,同步挤压变换可以在传统方法结果基础上进一步“挤压”瞬时频带,获得更高精度的时频谱结果.利用该方法处理分析2016—2020年西昌小庙台形变观测中受调零标定、人为进洞、道路施工交通、抽水、降雨、地震波等因素影响的典型干扰数据,得到各类形变观测手段在不同干扰因素下的时频响应特征,为准确识别干扰及异常特征提供时频谱特征方面的参考.     

随机Petri网在地震应急协同能力定量评价与动态分析中的应用

地震应急是一个复杂动态的过程,需要各部门协同配合方能高效开展应急工作。本文通过调研分析历史地震应急处置案例,提出了Ⅰ、Ⅱ级应急响应下多主体地震应急协同的一般流程,构建了相应的随机Petri网模型,并基于Petri网可能出现的状态集同构马尔科夫链,在计算各应急状态稳定概率的基础上,定量评价应急协同能力。同时,将应急过程中利用率高的变迁所对应的应急行为,作为应急处置的关键环节。通过调整各关键环节的应急速率,进一步对应急协同能力进行动态分析,进而提出有效提高应急协同联动能力的相关建议,为科学开展地震应急处置工作提供支持。     

2022年9月5日四川泸定MS6.8地震舆情分析

2022年9月5日12时52分,四川省甘孜州泸定县发生 M_S6.8地震,造成重大人员伤亡,引起社会公众的广泛关注。突发事件的信息发布和舆情引导越来越受到党和政府的高度重视,相关信息公开效率的影响甚至决定了事件处置的舆情发展。本研究以中国地震台网中心为舆情引导主体,对四川泸定 M_S6.8地震舆情进行分析研究,总结舆情引导经验,探讨突发地震舆情引导对地震部门有效开展震后应急的促进作用,以期为今后的防震减灾新闻宣传工作带来启示和思考。     

Guocun landslide in a slate slope with dip structure on 27 March 2021 in Tonglu County,Zhejiang Province,China

On 27 March 2021, a landslide with a volume of approximately 2?×?10⁴ m³ occurred in Guocun Village next to Kengheng road in Tonglu County, Zhejiang Province, China. The landslide caused no casualties as a result of timely road closures, because of the unusual noises detected early by local residents. The motion mechanism of the landslide was studied using video analysis. Slope cutting resulting from road construction might have been the major triggering factor for the landslide. The intrusion of magma and the uplift process of Huangshan led to the metamorphism of mudstone to easily fractured slate, and the brittle layered slate might have controlled the change of motion from transitional sliding to dry debris flow.

     

Bayesian active learning for parameter calibration of landslide run-out models

Landslides - Landslide run-out modeling is a powerful model-based decision support tool for landslide hazard assessment and mitigation. Most landslide run-out models contain parameters that cannot...     

贵州都匀下泥盆统蟒山群Zosterophyllum australianum(澳大利亚工蕨)新材料及其古地理意义*

Zosterophyllum(工蕨属)是早期陆生植物的代表性类群之一,全球广泛分布。Z.australianum(澳大利亚工蕨)产自华南和澳大利亚,是东北冈瓦纳古植物地理区系的典型分子。文中描述了产自贵州都匀包阳剖面蟒山群中的Z.australianum新材料。该标本的孢子囊具短柄,呈椭圆形或扇形,宽2.6~4.1 mm,高可达3.9 mm,加厚带宽约0.6 mm,紧密螺旋排列形成孢子囊穗,与云南文山早泥盆世坡松冲植物群中的Z. australiaunum极为相似。依据目前对Z. australianum时代延限的认识,并结合蟒山群其他植物属种的发现(如Adoketophyton subverticillatum),推断该群下段的时代为早泥盆世布拉格期。Z. australianum在蟒山群中的发现,扩展了该植物的地理分布范围,反映出蟒山群中的植物组合与坡松冲植物群存在一定联系。     

Mechanical behaviors of conjugate-flawed rocks subjected to coupled static–dynamic compression

Conjugate flaws widely exist in rock masses and play a significant role in their deformation and strength properties. Understanding the mechanical behaviors of rock masses containing conjugate flaws is conducive to rock engineering stability assessment and the related supporting design. This study experimentally investigates the mechanical properties of conjugate-flawed sandstone specimens under coupled static–dynamic compression, thereby providing insight into how conjugate fractures interact to produce tracing tensional joints. Results indicate that the coupled compressive strength and the dynamic elastic modulus of conjugate-flawed rock specimens show remarkable loading rate dependence. For a fixed strain rate, the specimen with a static pre-stress equal to 60% of its uniaxial compressive strength has the highest coupled strength. Besides, both higher static pre-stress and strain rate can induce smaller mean fragment size and greater fractal dimension of the specimen, corresponding to a more uniform distribution of the broken fragments with smaller sizes. When the static pre-stress is lower than 80%UCS, the flawed specimen under a higher strain rate is characterized by higher absorbed energy. However, when the pre-stress equals 80%UCS, the value of the energy absorbed by the specimen in the dynamic loading process is negative due to the release of the preexisting considerable elastic strain energy input from the static pre-loading. As for the failure modes, cracks always penetrate the preexisting ipsilateral flaw tips to form anti-wing cracks. Under dynamic loading, the conjugate-flawed specimen generally shows tensile failure at a low strain rate, while the shear failure dominates at a high strain rate. In addition, based on progressive failure processes of the conjugate-flawed rock specimens, the evolution of tracing tensional joints in the field is discussed.

     

3D DEM method for compaction and breakage characteristics simulation of broken rock mass in goaf

Acta Geotechnica - An accurate understanding of the breakage mechanism of broken coal and rock mass and its coupling relationship with stress and porosity is important for achieving efficient and...