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| 1 | Proto-South China Sea Plate Tectonics Using Subducted Slab Constraints from Tomography显示文摘The past size and location of the hypothesized proto-South China Sea vanished ocean basin has important plate-tectonic implications for Southeast Asia since the Mesozoic. Here we present new details on proto-South China Sea paleogeography using mapped and unfolded slabs from tomography. Mapped slabs included: the Eurasia-South China Sea slab subducting at the Manila trench; the northern Philippine Sea Plate slab subducting at the Ryukyu trench; and, a swath of detached, subhorizontal, slab-like tomographic anomalies directly under the South China Sea at 450 to 700 km depths that we show is subducted ‘northern proto-South China Sea' lithosphere. Slab unfolding revealed that the South China Sea lay directly above the ‘northern Proto-South China Sea' with both extending 400 to 500 km to the east of the present Manila trench prior to subduction. Our slab-based plate reconstruction indicated the proto-South China Sea was consumed by double-sided subduction, as follows:(1) The ‘northern proto-South China Sea' subducted in the Oligo–Miocene under the Dangerous Grounds and southward expanding South China Sea by in-place ‘self subduction' similar to the western Mediterranean basins;(2) limited southward subduction of the proto-South China Sea under Borneo occurred pre-Oligocene, represented by the 800–900 km deep ‘southern proto-South China Sea' slab. | Jonny Wu John Suppe | 2018 | Journal of Earth Science2018，29，6： | 18 |
| 2 | 通过贻贝养殖改善海水水质:瑞典社会的可盈利性方案显示文摘沿海水域的富营养化是一个在全球范围内需要付出巨大社会代价的严重的环境问题。在斯卡格拉克海峡东部,富营养化的降低计划通过氮输入量的减少逐步实现,但目前还不清楚如何去减少氮的输入量。其中一个可能的方法是养殖紫贻贝等滤食性生物,这种贻贝能够在生产海产品、饲料和农业肥料的同时也能够除去氮,从而将营养盐由海洋再循环到了陆地上。在瑞典西海岸的古尔马峡湾,我们对贻贝养殖可能对氮循环产生的影响进行了模拟。结果显示,该峡湾口地区氮的净输送量(溶解氮和颗粒状氮的总和)下降了20%。现有的商业贻贝养殖场已经免费提供了这种服务,但它对社会带来的利益将会远远大于这些。我们建议,不应该向贻贝饲养人支付劳动报酬,而应引入营养交换体制以提高沿海水域的状况。在这样的背景下提出了一个通过养殖贻贝来替代在吕瑟希尔社区的污水处理厂中消减氮含量的选择方案。生体毒素的聚积已被确定为瑞典的商业贻贝养殖进一步扩大方面的最大障碍,但这一问题似乎可以通过新技术和管理战略得以解决。在现有和可能的规定和支付费用的基础上,我们提出了一些可能会实现双赢的解决方案。 | Odd Lindahl Rob Hart Bodil Hernroth Sven Kollberg Lars-Ove Loo Lars Olrog Ann-Sofi Rehnstam-Holm Jonny Svensson Susanne Svensson Ulf Syversen 许天虎 | 2005 | AMBIO-人类环境杂志2005，34，2： | 7 |
| 3 | 裂隙煤岩各向异性渗透率模型和煤层注气THM耦合行为显示文摘CO2煤层地质封存可以减少温室气体排放,同时可提高煤层气的采收率。注气开采过程涉及到温度场(T),多相多成分流场(H)和应力场(M)之间的相互耦合。煤层割理裂隙渗透率是影响CO2地质封存和煤层气开采率的重要参数。煤岩渗透性的关键性因素裂隙张开度同时受控于法向应力和剪胀效应。考虑基质和割理的共同作用,提出基于组合裂隙三向平板简化的各向异性渗透率模型。在此基础上,建立了注入CO2提高煤层气采收率的三维数值模型并利用耦合软件TOUGH-FLAC进行求解。模拟结果表明,气体注进采出的孔压作用会引起煤层膨胀或收缩。与孔压,吸附应力/应变以及温度相比,剪胀对裂隙渗透率的影响不明显。在注采过程中,渗透率表现出明显的各向异性,注入井附近的异向渗透率甚至可达30倍差异。此外,注气初期应适当控压,井口附近的高压损伤将带来不必要的裂隙气体泄漏,导致注气失败。 | 马天然 刘卫群 JONNY Rutqvist 张宏学 赵晓东 | 2017 | 煤炭学报2017，42，S2： | 6 |
| 4 | Linked multicontinuum and crack tensor approach for modeling of coupled geomechanics, fluid flow and transport in fractured rock显示文摘In this paper, we present a linked multicontinuum and crack tensor approach for modeling of coupled geomechanics, fluid flow, and solute transport in fractured rock. We used the crack tensor approach to calculate effective block-scale properties, including anisotropic permeability and elastic tensors, as well as multicontinuum properties relevant to fracture-matrix interactions and matrix diffusion. In the modeling, we considered stress dependent properties, through stress-induced changes in fracture apertures, to update permeability and elastic tensors. We evaluated the effectiveness and accuracy of our multicon-tinuum approach by comparing our modeling results with that of three independent discrete fracture network (DFN) models. In two of the three alternative DFN models, solute transport was simulated by particle tracking, an approach very different from the standard solute transport used in our multicon-tinuum modeling. We compared the results for flow and solute transport through a 20 m × 20 m model domain of fractured rock, including detailed comparison of total flow rate, its distribution, and solute breakthrough curves. In our modeling, we divided the 20 m × 20 m model domain into regular blocks, or continuum elements. We selected a model discretization of 40 × 40 elements (having a side length of 0.5 m) that resulted in a fluid-flow rate equivalent to that of the DFN models. Our simulation results were in reasonably good agreement with the alternative DFN models, for both advective dominated transport (under high hydraulic gradient) and matrix-diffusion retarded transport (under low hydraulic gradient). However, we found pronounced numerical dispersion when using larger grid blocks, a problem that could be remediated by the use of a finer numerical grid resolution, while maintaining a larger grid for evaluation of equivalent properties, i.e. a property grid overlapping the numerical grid. Finally, we encountered some difficulties in using our approach when element sizes were so small that only one or a few fractures intersect an element-this is an area of possible improvement that will be pursued in future research. | Jonny Rutqvist Colin Leung Andrew Hoch Yuan Wang Zhen Wang | 2013 | Journal of Rock Mechanics and Geotechnical Engineering2013，5，1： | 6 |
| 5 | Impact of stress on solute transport in a fracture network: A comparison study显示文摘This paper compares numerical modeling of the effect of stress on solute transport (advection and matrix diffusion) in fractured rocks in which fracture apertures are correlated with fracture lengths. It is mainly motivated by the performance and safety assessments of underground radioactive waste repositories. Five research teams used different approaches to model stress/deformation, flow and transport processes, based on either discrete fracture network or equivalent continuum models. The simulation results derived by various teams generally demonstrated that rock stresses could significantly influence solute transport processes through stress-induced changes in fracture apertures and associated changes in permeability. Reasonably good agreement was achieved regarding advection and matrix diffusion given the same fracture network, while some observed discrepancies could be explained by different mechanical or transport modeling approaches. | Zhihong Zhao Jonny Rutqvist Colin Leung Milan Hokr Quansheng Liu Ivars Neretnieks Andrew Hoch Jirí Havlíek Yuan Wang Zhen Wang Yuexiu Wu Robert Zimmerman | 2013 | Journal of Rock Mechanics and Geotechnical Engineering2013，5，2： | 6 |
| 6 | Oda裂隙张量的DC模型在裂隙岩体渗流模拟中的应用显示文摘针对裂隙岩体渗流非均质各向异性的特点,我们用基于离散连续模型(discrete continuum model,简称DC模型)的方法,对裂隙岩体渗流和溶质运移进行了数值模拟。在此工作中我们采用Oda裂隙张量理论计算各个单元的渗透张量,组成整个渗流区域的渗透张量场;并采用具有'旋转不变性'特征的九点差分格式,来减少网格离散方式对数值模拟结果的影响;并对一benchmark test model(BTM)模型进行了数值模拟。模拟结果与BTM结果很吻合。 | 王臻 Jonny Rutqvist 戴瑛 | 2011 | 力学季刊2011，32，4： | 5 |
| 7 | Numerical manifold method modeling of coupled processes in fractured geological media at multiple scales显示文摘The greatest challenges of rigorously modeling coupled hydro-mechanical(HM)processes in fractured geological media at different scales are associated with computational geometry.These challenges include dynamic shearing and opening of intersecting fractures at discrete fracture scales as a result of coupled processes,and contact alteration along rough fracture surfaces that triggers structural and physical changes of fractures at micro-asperity scale.In this paper,these challenges are tackled by developing a comprehensive modeling approach for coupled processes in fractured geological media based on numerical manifold method(NMM)at multiple scales.Based on their distinct geometric features,fractures are categorized into three different scales:dominant fracture,discrete fracture,and discontinuum asperity scales.Here the scale is relative,that of the fracture relative to that of the research interest or domain.Different geometric representations of fractures at different scales are used,and different governing equations and constitutive relationships are applied.For dominant fractures,a finite thickness zone model is developed to treat a fracture as a porous nonlinear domain.Nonlinear fracture mechanical behavior is accurately modeled with an implicit approach based on strain energy.For discrete fractures,a zero-dimensional model was developed for analyzing fluid flow and mechanics in fractures that are geometrically treated as boundaries of the rock matrix.With the zero-dimensional model,these fractures can be modeled with arbitrary orientations and intersections.They can be fluid conduits or seals,and can be open,bonded or sliding.For the discontinuum asperity scale,the geometry of rough fracture surfaces is explicitly represented and contacts involving dynamic alteration of contacts among asperities are rigorously calculated.Using this approach,fracture alteration caused by deformation,re-arrangement and sliding of rough surfaces can be captured.Our comprehensive model is able to handle the computational challenges with accurate representation of intersections and shearing of fractures at the discrete fracture scale and rigorously treats contacts along rough fracture surfaces at the discontinuum asperity scale.With future development of three-dimensional(3D)geometric representation of discrete fracture networks in porous rock and contacts among multi-body systems,this model is promising as a basis of 3D fully coupled analysis of fractures at multiple scales,for advancing understanding and optimizing energy recovery and storage in fractured geological media. | Mengsu Hu Jonny Rutqvist | 2020 | Journal of Rock Mechanics and Geotechnical Engineering2020，12，4： | 4 |
| 8 | Fault activation and induced seismicity in geological carbon storage--Lessons learned from recent modeling studies显示文摘In the light of current concerns related to induced seismicity associated with geological carbon sequestration(GCS),this paper summarizes lessons learned from recent modeling studies on fault activation,induced seismicity,and potential for leakage associated with deep underground carbon dioxide(CO_2) injection.Model simulations demonstrate that seismic events large enough to be felt by humans require brittle fault properties and continuous fault permeability allowing pressure to be distributed over a large fault patch to be ruptured at once.Heterogeneous fault properties,which are commonly encountered in faults intersecting multilayered shale/sandstone sequences,effectively reduce the likelihood of inducing felt seismicity and also effectively impede upward CO_2 leakage.A number of simulations show that even a sizable seismic event that could be felt may not be capable of opening a new flow path across the entire thickness of an overlying caprock and it is very unlikely to cross a system of multiple overlying caprock units.Site-specific model simulations of the In Salah CO_2 storage demonstration site showed that deep fractured zone responses and associated microseismicity occurred in the brittle fractured sandstone reservoir,but at a very substantial reservoir overpressure close to the magnitude of the least principal stress.We conclude by emphasizing the importance of site investigation to characterize rock properties and if at all possible to avoid brittle rock such as proximity of crystalline basement or sites in hard and brittle sedimentary sequences that are more prone to injection-induced seismicity and permanent damage. | Jonny Rutqvist Antonio P. Rinaldi Frederic Cappa Pierre Jeanne Alberto Mazzoldi Luca Urpi Yves Guglielmi Victor Vilarrasa | 2016 | Journal of Rock Mechanics and Geotechnical Engineering2016，8，6： | 4 |
| 9 | Intermingled fates of the South China Sea and Philippine Sea plate显示文摘Recent studies have shown the extent and nature of the South China Sea(SCS)at the end of spreading by unfolding(i.e.structurally restoring)the Manila slab,which is the subducted part of the SCS,and by identifying the nature of the crustlithosphere(oceanic or thinned continental)from mid-slab P-wave velocity perturbations(dVp)[1,2]. | Minghui Zhao Jean-Claude Sibuet Jonny Wu | 2019 | National Science Review2019，6，5： | 4 |
| 10 | 深部俯冲板片三维构造重建及其几何学、运动学研究——以汤加—克马德克地区俯冲板片为例显示文摘西南太平洋板块与澳大利亚板块之间的汤加-克马德克俯冲带,是研究地球动力学最重要的区域之一.本文研究根据MIT~P08地震数据,结合板块构造边界、地震活动分布、海岸地形数据等,基于GOCAD软件平台建立三维地震层析成像,对西南太平洋板块的汤加-克马德克俯冲板片进行三维解释.地震层析成像显示汤加-斐济地区地幔至少存在三个“高速”异常体.早期汤加-克马德克俯冲板片穿过地幔转换带,并进入下地幔,最大深度达1600km.三维构造模型揭示了汤加克马德克板片在深度600~800km处存在断折形变,该俯冲板片去褶皱恢复后,测量其俯冲的最大位移达2600km.汤加-克马德克板片开始快速俯冲的时间至少在30Ma之前,平均移动速率约为68~104mrn/a.俯冲板片三维构造重建和恢复,可以有效揭示俯冲板片几何学、运动学,为研究深源地震成因、地球深部变化过程和动力学机制提供约束. | 鲁人齐 John Suppe 何登发 Jonny Wu Ravi V S Kanda 刘波 陈于高 | 2013 | 地球物理学报2013，56，11： | 3 |
| 11 | 裂隙单元修正等效渗透率模型及其验证显示文摘采用裂隙单元表征裂隙网络,引入裂隙单元等效渗透率的概念,按照流量等效的原则计算其大小,然而阶梯状裂隙单元造成渗流流程的增加,同时压差不变导致流量的减少,为解决这一问题,用裂隙在网格中的实际流程长度与裂隙迹长之比来修正裂隙单元等效渗透率,并且针对复杂裂隙网络,对其进行预处理——删除孤立裂隙、死端裂隙、孤立裂隙簇等非连通裂隙。用此修正模型对单裂隙、相交裂隙、复杂裂隙网络进行渗流数值模拟,并与理论解及离散裂隙网络模型方法渗流结果进行比较,结果显示:研究区域下游出口总流量及出口处流量分布均取得较好一致性;同时,此裂隙单元修正等效渗透率模型也能反映出裂隙岩体渗流的非均质和各向异性。 | 王臻 RUTQVIST Jonny 左建平 戴瑛 | 2013 | 岩石力学与工程学报2013，32，4： | 3 |
| 12 | 利用地震属性图进行构造解释时地震噪声的影响显示文摘 | Jonny Hesthammer 蒋录全 | 1998 | 石油物探译丛1998，，3： | 3 |
| 13 | Fish bioaccumulation and biomarkers in environmental risk assessment: a review显示文摘 | Ron van der Oost Jonny Beyer Nico P.E Vermeulen | 2002 | Environmental Toxicology and Pharmacology2002，，2： | 2 |
| 14 | 天然气水合物稳定带内流体压裂计算的程序耦合方法显示文摘海洋天然气水合物稳定带气烟囱结构中存在被水合物充填的裂隙,表明在自然条件下沉积物中曾发生过流体压裂以及相关的流体流动和水合物形成。在水合物稳定带内实施人为的流体压裂工程,并联合其他方法(如降压或注热)进行水合物开采,有望提高开采效率。水合物稳定带内,无论是自然条件下发生的流体压裂过程,还是人为实施的流体压裂工程,都存在水合物反应和沉积物裂隙变形之间的耦合响应。当前,已有不少数值程序对水合物反应与沉积物弹塑性变形的耦合过程进行了定量研究,但尚没有数值程序能够计算水合物反应和离散裂隙变形之间的耦合过程。文章将TOUGH+Hydrate程序、IC-FERST和Solidity两者的耦合程序进行了进一步耦合,为水合物稳定带内的流体压裂计算提供了一种耦合计算方法,同时通过一个算例初步验证了该耦合计算方法的可行性。验证结果表明,该耦合计算方法经进一步改进后有望应用于定量研究水合物稳定带内的裂隙变形和水合物反应过程。 | 刘金龙 王淑红 Asiri Obeysekara XIANG Jiansheng Pablo Salinas Christopher Pain Jonny Rutqvist 颜文 | 2020 | 热带海洋学报2020，39，1： | 2 |
| 15 | A scoping review on the field validation and implementation of rapid diagnostic tests for vector-borne and other infectious diseases of poverty in urban areas显示文摘Background:Health personnel face challenges in diagnosing vector-borne and other diseases of poverty in urban settings.There is a need to know what rapid diagnostic technologies are available,have been properly assessed,and are being implemented to improve control of these diseases in the urban context.This paper characterizes evidence on the field validation and implementation in urban areas of rapid diagnostics for vector-borne diseases and other diseases of poverty.Main body:A scoping review was conducted.Peer-reviewed and grey literature were searched using terms describing the targeted infectious diseases,diagnostics evaluations,rapid tests,and urban setting.The review was limited to studies published between 2000 and 2016 in English,Spanish,French,and Portuguese.Inclusion and exclusion criteria were refined post hoc to identify relevant literature regardless of study design and geography.A total of 179 documents of the 7806 initially screened were included in the analysis.Malaria(n=100)and tuberculosis(n=47)accounted for the majority of studies that reported diagnostics performance,impact,and implementation outcomes.Fewer studies,assessing mainly performance,were identified for visceral leishmaniasis(n=9),filariasis and leptospirosis(each n=5),enteric fever and schistosomiasis(each n=3),dengue and leprosy(each n=2),and Chagas disease,human African trypanosomiasis,and cholera(each n=1).Reported sensitivity of rapid tests was variable depending on several factors.Overall,specificities were high(>80%),except for schistosomiasis and cholera.Impact and implementation outcomes,mainly acceptability and cost,followed by adoption,feasibility,and sustainability of rapid tests are being evaluated in the field.Challenges to implementing rapid tests range from cultural to technical and administrative issues.Conclusions:Rapid diagnostic tests for vector-borne and other diseases of poverty are being used in the urban context with demonstrated impact on case detection.However,most evidence comes from malaria rapid diagnostics,with variable results.While rapid tests for tuberculosis and visceral leishmaniasis require further implementation studies,more evidence on performance of current tests or development of new alternatives is needed for dengue,Chagas disease,filariasis,leptospirosis,enteric fever,human African trypanosomiasis,schistosomiasis and cholera. | Lyda Osorio Jonny Alejandro Garcia Luis Gabriel Parra Victor Garcia Laura Torres Stephanie Degroote Valery Ridde | 2018 | Infectious Diseases of Poverty2018，7，1： | 2 |
| 16 | In-situ SEM observation on fracture behavior of austempered silicon alloyed steel显示文摘Crack initiation, propagation and microfracture processes of austempered high silicon cast steel have been investigated by using an in-situ tensile stage installed inside a scanning electron microscope chamber. It is revealed that micro cracks always nucleate at the yielding near imperfections and the boundary of matrix-inclusions due to the stress concentration. There are four types of crack propagations in the matrix: crack propagates along the boundary of two clusters of bainitic ferrite; crack propagates along the boundary of ferrite-austenite in bainitic ferrite laths; crack propagates into bainitic ferrite laths; crack nucleates and propagates in the high carbon brittle plate shape martensite which is transformed from some blocky retained austenite due to plastic deformation. Based on the observation and analysis of microfracture processes, a schematic diagram of the crack nucleation and propagation process of high silicon cast steel is proposed. | Vuorinen Esa Grahn Jonny | 2009 | China Foundry2009，6，3： | 2 |
| 17 | Influence of hysteretic stress path behavior on seal integrity during gas storage operation in a depleted reservoir显示文摘In this study,we numerically investigate the influence of hysteretic stress path behavior on the seal integrity during underground gas storage operations in a depleted reservoir.Our study area is the Honor Rancho Underground Storage Facility in Los Angeles County(California,USA),which was converted into an underground gas storage facility in 1975 after 20 years of oil and gas production.In our simulations,the geomechanical behavior of the sand reservoir is modeled using two models:(1)a linear elastic model(non-hysteretic stress path)that does not take into consideration irreversible deformation,and(2)a plastic cap mechanical model which considers changes in rock elastic properties due to irreversible deformations caused by plastic reservoir compaction(hysteretic stress path).It shows that the irreversible compaction of the geological layer over geologic time and during the reservoir depletion can have important consequences on stress tensor orientation and magnitude.Ignoring depletion-induced irreversible compaction can lead to an over-estimation of the calculation of the maximum working reservoir pressure.Moreover,this irreversible compaction may bring the nearby faults closer to reactivation.However,regardless of the two models applied,the geomechanical analysis shows that for the estimated stress conditions applied in this study,the Honor Rancho Underground Storage Facility is being safely operated at pressures much below what would be required to compromise the seal integrity. | Pierre Jeanne Yingqi Zhang Jonny Rutqvist | 2020 | Journal of Rock Mechanics and Geotechnical Engineering2020，12，4： | 2 |
| 18 | Modeling of damage, permeability changes and pressure responses during excavation of the TSX tunnel in granitic rock at URL, Canada显示文摘 | Jonny Rutqvist Lennart B?rgesson Masakazu Chijimatsu Jan Hernelind Lanru Jing Akira Kobayashi Son Nguyen | 2009 | Environmental Geology2009，，： | 1 |
| 19 | Catalytic combustion of gasified bio- mass over hexaaluminate catalysts: Influence of palla- dium loading and ageing显示文摘 | Magnus Johansson E Jonny Danielsson K M Pocoraba E | 1999 | Applied Catalysis A: General1999，182，1： | 1 |
| 20 | Analysis of thermal-hydrologic-mechanical behavior near an emplacement drift at Yucca Mountain 显示文摘 | Jonny Rutqvist Chin--Fu Tsang | 2003 | Journal of Contaminant Hydrology2003，6263，： | 1 |
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