中密风积沙地层金属装配式基础抗拔模型试验与承载力改进计算方法

金属装配式基础因施工方便与综合造价低而被越来越多地应用于风积沙地区输电线路基础工程。针对中密风积沙开展全模和半模抗拔模型试验,研究了不同深宽比下基础的上拔荷载-位移特性和抗拔破坏模式。结果表明,抗拔荷载-位移关系曲线随着基础深宽比λ变化而改变。当λ=1.0时,曲线呈缓变型;当λ=2.0～5.0时,曲线呈软化型。随着λ的增大,抗拔拔承载力随之增大。在加载过程中,地表以基础顶部为中心逐渐形成近似为圆形的隆起区域,隆起程度随着上拔位移增大而不断增加,最终形成整体破坏,此时滑动面贯穿地表;通过半模试验观测的上拔土体滑动面子午线可用直线方程近似描述,且抗拔角随着λ的增大而减小。根据上述试验结果,基于Veesaert滑动面摩擦强度理论和极限平衡原理,提出了金属装配式基础的抗拔承载力改进计算方法,计算结果相较于土重法和剪切法更接近试验值,且离散程度更小。     

侧限条件下充填散体压缩承载和传力特性

充填散体的压缩承载和传力特性对防控充填开采矿山的地表变形具有重要意义。通过河卵石、碎石、尾矿、河砂、尾砂5种散体材料和7组不同粒径河卵石的侧限压缩试验,以及河卵石数值模拟压缩试验,分析了其压实过程和粒径对其变形、承载的影响,揭示了散体压缩过程中的传力特性。结果表明：散体压缩过程可分为空隙压密、颗粒破碎压密和压实固结3个阶段,且散体类型和粒径对其非线性压实过程基本没有影响,但对其内部结构重组过程有较大影响;压缩过程中,存在一个临界密实度使不同粒径河卵石的承载能力次序发生反转,且河卵石散体平均变形模量与颗粒特征因子呈负指数关系;基于河卵石数值模拟压缩试验得到的散体内部力链强度分布和“压力拱”,很好地证实了室内压缩试验中散体垂直应力沿加载方向呈递减的趋势,以及侧向应力在整个散体高度上先增后减这一试验结果。     

土壤热参数及其影响因素测试分析

热性质是岩土体基本的物理性质之一,用以评价热量在其中的保持、传导和分布状况,以导热系数、比热容和热扩散系数最为常见,这些参数也是地热能管理与开发、工程冷冻开挖、寒区工程设计与施工的重要参数。已有研究表明,土壤热参数与土质、来源、含水率、密度等因素有关。通过广东湛江某工地粉质黏土和黏土的热参数测试结果分析发现：随含水率的增大,粉质黏土导热系数和热扩散系数的变化趋势是先增加至最大值,然后减小,而比热容基本呈线性增大。干密度对粉质黏土导热系数的影响与含水率大小有关,当含水率不超过20.0%时,其随干密度的增加而增大,而当含水率超过27.5%后,其随干密度的增加有减小趋势;当含水率在24.5%（液限）左右时,基本没有规律可循。干密度对粉质黏土热扩散系数影响规律不明显。黏土的导热系数和比热容都随含水率和干密度的增加而增大;热扩散系数随含水率的升高整体表现为非线性增加至稳定,在低含水率下干密度的影响不明显,在较高含水率下随干密度的增加热扩散系数先增大后减小。较大颗粒的存在导致粉质黏土的导热性较黏土复杂。     

琼东南盆地深水区源—储共控的天然气成藏模式

琼东南盆地深水区天然气成藏过程复杂。通过开展区域构造—沉积演化、烃源岩—储层识别评价及油气运聚等多方法的综合性研究,明确了中央拗陷天然气来源、优势成藏组合及区带。研究表明,崖城组三角洲的发育规模及古地貌控制了煤系和陆源海相烃源岩的分布,形成了生气为主、油气兼生的渐新统陆源海相烃源岩;受早渐新世三角州分布、中中新世以来沉积充填速率及水深变化的控制,预测中央坳陷南斜坡及松南低凸起区优质烃源岩规模更大,且储层在相同的海拔深度条件下,相比北部陡坡带势能较低,油气输导能力更佳。深水区崖城组优质海相烃源岩、大型三角州砂岩输导体及低流体势区的耦合分布控制了天然气初次运移的优势方向,中央坳陷南部斜坡及低凸起是下一步大中型气田的突破方向。     

渤海湾盆地古近纪古地理特征与油气*

渤海湾盆地是一个典型的内陆裂谷盆地,内部发育6个坳陷、4个隆起、54个凹陷和44个凸起。沉积盆地的含油气性与其古地理分布有密切的关系。利用渤海湾盆地各坳陷大量的录井、岩心、古生物、测井、地震资料及前人的大量文献和数据,对渤海湾盆地各坳陷古近系孔店组、沙河街组沙四段、沙三段、沙二段、沙一段、东营组进行了全区对比和统层。在此基础上,对冀中坳陷、济阳坳陷、临清坳陷内东濮凹陷各组段的沉积相进行了分析,编制了这些区域的古地理图;充分利用前人文献和科研报告中所编制的辽河坳陷、黄骅坳陷、渤海海域古近系各组段的古地理图,编制了渤海湾盆地孔店组、沙河街组沙四段、沙三段、沙二段、沙一段、东营组的古地理图。渤海湾盆地发育数十个含油气凹陷,每个凹陷中心的深湖亚相泥岩构成烃源岩,而在凹陷的边缘发育近岸水下扇、扇三角洲、三角洲、滩坝等砂体,构成重要的储集层,在有利的成藏条件下,凹陷中央的烃源岩向周围与之互层的储集层供烃形成油藏,在凹陷中央的烃源岩中,还发育了页岩油、页岩气、致密油气等非常规油气。因此,每个凹陷就是油气生成、运聚的基本单元,是一个独立的油气运移—聚集系统。生油凹陷的分布及其古地理特征控制了油气在渤海湾盆地古近系中的平面分布。     

Grading Evaluation and Ranking of CO2 Sequestration Capacity in Place(CSCIP) in China's Major Oil Basins: Theoretical,Effective, Practical and CCUS-EOR

Because it is necessary to focus on differences in regional oil reservoirs and determine the priority of the CCUSEOR(Carbon capture, utilization, and storage-enhanced oil recovery) deployment under China’s net-zero CO₂ emission target, systematic and regional evaluations of CO₂ sequestration capacity in major oil basins are needed considering the geofluid properties―carbon sequestration capacity in place(CSCIP)―where the ’in place’ indicates actual geological formation cond...     

Social cohesion and passive adaptation in relation to climate change and disease

Climate change affects biophysical processes related to the transmission of many infectious diseases, with potentially adverse consequences for the health of communities. While our knowledge of biophysical associations between meteorological factors and disease is steadily improving, our understanding of the social processes that shape adaptation to environmental perturbations lags behind. Using computational modeling methods, we explore the ways in which social cohesion can affect adaptation of disease prevention strategies when communities are exposed to different environmental scenarios that influence transmission pathways for diseases such as diarrhea. We developed an agent-based model in which household agents can choose between two behavioral strategies that offer different levels of protection against environmentally mediated disease transmission. One behavioral strategy is initially set as more protective, leading households to adopt it widely, but its efficacy is sensitive to variable weather conditions and stressors such as floods or droughts that modify the disease transmission system. The efficacy of the second strategy is initially moderate relative to the first and is insensitive to environmental changes. We examined how social cohesion (defined as average number of household social network connections) influences health outcomes when households attempt to identify an optimal strategy by copying the behaviors of socially connected neighbors who seem to have adapted successfully in the past. Our simulation experiments suggest that high-cohesion communities are able to rapidly disseminate the initially optimal behavioral strategy compared to low-cohesion communities. This rapid and pervasive change, however, decreases behavioral diversity; i.e., once a high cohesion community settles on a strategy, most or all households adopt that behavior. Following environmental changes that reduce the efficacy of the initially optimal strategy, rendering it suboptimal relative to the alternative strategy, high-cohesion communities can fail to adapt. As a result, despite faring better early in the course of computational experiments, high-cohesion communities may ultimately experience worse outcomes. In the face of uncertainty in predicting future environmental stressors due to climate change, strategies to improve effective adaptation to optimal disease prevention strategies should balance between intervention efforts that promote protective behaviors based on current scientific understanding and the need to guard against the crystallization of inflexible norms. Developing generalizable models allows us to integrate a wide range of theories and multiple datasets pertaining to the relationship between social mechanisms and adaptation, which can provide further understanding of future climate change impacts. Models such as the one we present can generate hypotheses about the mechanisms that underlie the dynamics of adaptation events and suggest specific points of measurement to assess the impact of these mechanisms. They can be incorporated as modules within predictive simulations for specific socio-ecological contexts.     

Quantifying urban water supply security under global change

Urban water supply security is commonly measured in terms of per capita water availability at the city level. However, the actual services that citizens receive are influenced by several components, including (1) a city's access to water, (2) infrastructure for its treatment, storage and distribution, (3) financial capital for building and maintaining infrastructure, and (4) management efficacy for regulating and operating the water system. These four types of "capital" are required for the provision of public water supply services. A fifth capital “community adaptation” is needed when public services are insufficient. Here, we develop and test an integrated framework for the quantification of urban water supply security based on these five capitals. “Security” involves three dimensions: 1) the level of system function (i.e., supply services); 2) risks to these services; and 3) robustness of system functioning. We apply this Capital Portfolio Approach (CPA) to seven urban case studies selected from a wide range of hydro-climatic and socio-economic regions on four continents. Detailed data on urban water infrastructure and services were collected in two cities, and key stakeholder interviews and household surveys were conducted in one city. Additional cities were assessed based on publicly available utility and globally available datasets. We find that in cities with high levels of public services, adaptive capacity remains inactive, while cities with high levels of water insecurity rely on community adaptation for self-provision of services. Inequality in the capacity to adapt leads to variable levels of urban water security and the vulnerability of the urban poor. Results demonstrate the applicability of the presented framework for the assessment of individual urban water systems, as well as for cross-city comparison of any type of cities. We discuss implications for policy and decision-making.     

考虑桩底沉渣的随钻跟管桩竖向承载特性模型试验研究

随钻跟管桩施工不能完全清除桩底岩土沉渣,从而影响桩基端承力。为揭示桩底沉渣对随钻跟管桩承载力的影响机制,开展了考虑桩底沉渣影响的随钻跟管桩竖向承载特性模型试验研究。试验结果表明:在密砂地层中,具有桩端水泥土扩大头的随钻跟管桩,其桩顶荷载-沉降曲线为缓降型,而模拟试验的其他管桩均为陡降型;桩底沉渣降低随钻跟管桩的极限承载力在22%以内,且其桩顶荷载主要由桩侧摩阻力承担,承担占比超过90%;与存在一定厚度沉渣的钻孔灌注桩相比,随钻跟管桩的桩底沉渣对降低承载力的影响相对较小;靠近桩端的轴力随着沉渣厚度的增加而减小,沉渣越厚,减少的幅度越明显;桩端水泥土扩大头施工可提高随钻跟管桩约37%的承载力,且桩端阻比均小于15%。现场原位测试(桩长为15.5 m,长径比为15.50)和室内模型试验(桩长为1 m,长径比为15.87)结果均表明:存在桩底沉渣时,随钻跟管桩是以发挥侧摩阻力为主的端承摩擦型桩。研究成果有助于进一步加深对随钻跟管桩承载性状的认识。     

Effects of composition and pore structure on the reservoir gas capacity of Carboniferous shale from Qaidam Basin,China

Shale adsorption and breakthrough pressure are important indicators of shale gas development and key factors in evaluating the reservoir capacities of shales. In this study, geochemical tests, pore-structure tests, methane adsorption tests, and breakthrough-pressure tests were conducted on shales from the Carboniferous Hurleg Formation in eastern Qaidam Basin. The effects of the shale compositions and pore structures on the adsorption and breakthrough pressures were studied, and the reservoir capacities of the shales were evaluated by analyzing the shale adsorptions and sealing effects. The results indicate that the organic carbon content was only one of factors in affecting the adsorption capacity of the shale samples while the effect of the clay minerals was limited. Based on the positive correlation between the adsorption capacity and specific surface area of the shale, the specific surface area of the micropores can be used as an indicator to determine the adsorption capacity of shale. The micro-fracturing of brittle minerals, such as quartz, create a primary path for shale gas breakthrough, whereas the expansion of clay minerals with water greatly increases the breakthrough pressure in the shale samples. Methane adsorption tests showed that maximum methane adsorption for shale samples Z045 and S039 WAS 0.107 and 0.09655 mmol/g, respectively. The breakthrough pressure was 39.36 MPa for sample S039, maintained for 13 days throughout the experiment; however, no breakthrough was observed in sample Z045 when subjected to an injected pressure of 40 MPa for 26 days. This indicates that sample Z045, corresponding to a depth of 846.24 m, exhibited higher adsorption capacity and a better reservoir-sealing effect than sample S039 (498.4 m depth). This study provides useful information for future studies of Qaidam Basin shale gas exploration and development and for evaluation of shale quality.