Preliminary Investigation on the Causes of Odd Vibration of Buildings in Guilin City—a Study on the Resonance between Buildings and the Underlying Soil Layer

A residential building in Guilin City, China, underwent an up-and-down vibration with an amplitude of 2 cm. By eliminating several causes such as earthquake, wind and construction, in combination with the unique karst geological conditions of Guilin, it was inferred that the effect of turbulent karst water is the main contributor to the occurrence of this vibration. Therefore, a geophysical survey was undertaken on the vibration zone and its surroundings. The resutls suggest that the soil in the upper part of the karst grooves shows conspicuous traces of disturbance and the water content has low resistance. A comprehensive analysis indicates that there is a karst strong runoff zone beneath the area. According to the water level and water temperature data collected automatically by the instrument, it can be concluded that the groundwater level had changed significantly twice during this period, so it was determined that the denudation of groundwater strong runoff causes the overlying soil layer to collapse, forming a soil-water soft-flow material with mixed phase. Since the building in this area was supported by friction piles, the groundwater-soil soft-flow material with mixed phase has intense plasticity, and the up-and-down vibration resulted in the change of the friction piles, which caused the up-and-down vibration of the building structure.     

大尺度无管流数据城区SWMM构建及模拟——Ⅱ.模型参数校验及暴雨径流模拟分析

目前,中国城区大多缺乏实测管道流量数据,给城市水文模型构建及精细化模拟带来了挑战。在北京亦庄经济开发核心区下垫面精细数字化的基础上,以典型点的最大径流深为验证要素,以实地踏勘为主、经验率定为辅,分别选取2012年"7·21"和2011年"6·23"两场典型大暴雨径流过程,完成了区域SWMM(Storm Water Management Model)模型的参数率定和验证;并就不同重现期设计暴雨下,不同典型用地子汇水区的产汇流响应特征及内涝交通拥堵风险进行了分析及评估。结果表明:随着重现期的增加,道路与交通设施用地对暴雨增幅的响应速率远高于公园绿地的响应速率,前者的内涝交通拥堵风险亦远高于后者;间接反映了不同下垫面条件造成产汇流响应的差异程度。相关成果可为区域城市洪涝管理与预警提供决策参考。     

干旱半干旱地区降雨对遥感地质信息提取影响研究

以河北省围场地区的SPOT-6和OLI,ETM+作为数据源,依据该区80余天的气象条件,分别利用降雨前3景、降雨后3景遥感数据提取了蚀变遥感信息、岩石类型、环形构造、线性构造等遥感地质信息,并实测雨前雨后不同岩石类型的波谱.认为降雨后获取的遥感数据源能够有效反映研究区遥感地质信息.工作区线性纹理发育,降水能提高地物含水...     

CAS FGOALS-f3-H Dataset for the High-Resolution Model Intercomparison Project (HighResMIP) Tier 2

Following the High-Resolution Model Intercomparison Project(HighResMIP) Tier 2 protocol under the Coupled Model Intercomparison Project Phase 6(CMIP6), three numerical experiments are conducted with the Chinese Academy of Sciences Flexible Global Ocean-Atmosphere-Land System Model, version f3-H(CAS FGOALS-f3-H), and a 101-year(1950–2050) global high-resolution simulation dataset is presented in this study. The basic configuration of the FGOALSf3-H model and numerical experiments design are brief...     

Stiffness Degradation of Undisturbed Saturated Soft Clay in Yangtze Estuary under Complex Stress Conditions

Stiffness degradation will occur due to the generation of accumulated pore pressure in saturated soft clays under cyclic loading. The soil static-dynamic multi-purpose triaxial and torsional shear apparatus in Dalian University of Technology was employed to perform different types of test on saturated soft marine clay in the Yangtze estuary. Undisturbed samples of the clay were subjected to undrained cyclic vertical and torsional coupling shear and cyclic torsional shear after three-directional anisotorpic consolidation with different initial consolidation parameters. Investigated were the effects of the initial orientation angle of the major principal stress, initial ratio of deviatoric stress, initial coefficient of intermediate principal stress and continuous rotation of principal stress axes on the stiffness degradation. It is found that the degradation index decreases (or degradation degree increases) significantly with increasing initial orientation angle of the major principal stress and initial ratio of deviatoric stress. Compared to the effects of the initial orientation angle of the major principal stress and initial ratio of deviatoric stress, the effect of initial coefficient of intermediate principal stress is less evident and this trend is more clearly reflected by the results of the cyclic torsional shear tests than those of the cyclic coupling shear tests. At the same cycle number, the degradation index obtained from the cyclic torsional shear test is higher than that from the cyclic coupling shear test. The main reason is that the continuous rotation in principal stress directions during cyclic coupling shear damages the original structure of the soil more than the cyclic torsional shear does. Based on a series of experiments, a mathematical model for stiffness degradation is proposed and the relevant parameters are determined.     

单向荷载作用下海上风机多桶基础承载特性数值分析

作为一种新型的深水海上基础型式,桶形基础在海上风机设施设计与建设中逐步得到了发展和应用。以三桶基础为例,采用大型有限元软件ABAQUS对海上风机多桶基础的承载特性进行了三维有限元数值分析。根据海上风机的荷载受力特点,分别探讨了三桶基础在竖向荷载、水平荷载和力矩作用下的极限承载力,得出荷载作用方向及桶间距对极限承载力的影响程度,研究成果为复合加载模式下海上风机多桶基础的承载特性分析奠定了基础。     

青岛主要海岛成因分类及其地质环境分析

论文在阐述了青岛海岛分布区区域地质特征基础上,根据青岛海岛的岩性、地质构造特征和影响海岛形成的主导性地质作用,将青岛主要海岛划分为构造作用成岛型(Ⅰ型)、岩浆作用成岛型(Ⅱ型)和变质作用成岛型(Ⅲ型)并对青岛主要海岛的地质环境进行分析。     

利用IGS数据分析全球TEC的周年和半年变化特性

利用太阳活动高年（2000年）IGS提供的全球TEC数据,采用傅里叶展开的方法,分析了白天电离层TEC周年和半年变化的全球特征.结果显示：电离层TEC周年变化幅度在南北半球中高纬度地区较大、赤道和低纬地区很小.半年变化的幅度在“远极地区”（远离地球南北地磁极点的东北亚和南美地区） 比“近极地区”（靠近地球南北地磁极点的北美和澳大利亚）大得多.进一步的统计显示,全球大部分地区TEC在春秋月份出现最大值,北半球近极地区最大值在冬季出现.南半球的南美和澳大利亚部分地区,最大值出现在夏季.同样,采用傅里叶方法分析了中性大气模式MSIS90计算的全球大气原子分子浓度比值（［O/N2］）的数据,发现在南北半球中高纬度地区,中性成分［O/N2］周年变化幅度较大且有明显的冬季异常现象,依据Rishbeth等提出的理论,我们认为大气成分［O/N2］可能对TEC周年变化的产生有重要作用,并且也是TEC在近极地区出现冬季异常现象的主要原因.TEC半年变化的全球分布特征形成的原因较复杂,我们初步分析可能是由于中性成分［O/N2］、太阳天顶角控制的电离层光化学产生率变化共同作用而产生的.     

鄂霍次克海天然气水合物成藏条件分析

2006年5月由俄、韩、日、中四国共同组织的“海底冷泉与生命过程”联合调查航次,在鄂霍次克海域成功采获天然气水合物样品。从水合物发育的气源条件、温度压力条件、构造控制条件等方面,分析了该地区天然气水合物发育所具备的基本成藏条件。指出鄂霍次克海周边的高大山系为其提供了丰富的沉积物来源,并在鄂霍次克海中形成了宽广而深厚的陆架体系。陆架区沉积地层厚度一般超过10 km,且以新生代沉积为主。根据对重力柱状样品的观察和分析,并参照沉积物捕获器样品的测量结果,认为本区域沉积物总有机碳含量普遍较高。根据地震剖面解释和重力柱状样品的14C测年结果得出,本区沉积速率较高,并与目前已知水合物区的沉积速率相当。鄂霍次克海地处高纬度地区,冬季海面大部分被海冰覆盖。海面以下50~120 m之间常年存在一个低温盖层。这个低温盖层使得海底温度一直保持在2℃左右。在这样的温度条件下,鄂霍次克海350 m以深的区域都满足水合物赋存的压力条件。海底以下满足水合物温度、压力条件的沉积地层厚度为450~800 m。鄂霍次克板块位于四大板块之间,并受到四大板块的挤压。由于挤压作用,在萨哈林岛东侧陆坡地区形成一系列的海底泥火山构造,从而使该区域成为天然气水合物调查研究的主要目标区。鄂霍次克海域的沉积物源、沉积厚度、沉积速率、有机碳含量等构成该区域水合物发育良好的气源条件,而温度、压力和构造控制条件等也都非常有利于天然气水合物在该地区的发育。     

海底冷泉气泡羽流地震波数值模拟

海底冷泉广泛分布于全球大陆边缘海域,是未来能源勘探的重要领域.本文根据海底冷泉羽流特征,设计多个典型2D冷泉气泡散射地球物理模型并观测其数值模拟的地震响应特征.冷泉正演模拟的关键是建立典型地震海底冷泉散射模型,本文首先构建了平稳随机散点模型,设计了符合实际的气泡半径和气泡体积分数的参数模型,通过参数填充和计算得到了等效速度模型.由此建立的模型在适应性和灵活度上凸显出很大优势,极大地提升了地震响应的可靠程度.单炮地震记录显示冷泉羽流区散射能量最强,地震波场散射清晰,散射波场沿冷泉延伸方向具有明显的方向性.复杂冷泉气泡散射模型的正演模拟结果表明地震响应能够准确描述海底冷泉羽流,对冷泉羽流的研究和寻找海洋天然气资源具有重要意义.