6 research outputs found

    A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in Fushun open pit

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    Toppling failure of rock slopes is a complicated mode due to a combination of both continuous and discontinuous deformation, especially in dealing with anti-dip rock slopes. In this paper, a novel continuum-based discrete element method (CDEM), which is useful in modeling the entire progressive process from continuous to discontinuous deformation, is proposed to analyze the deformation characteristics, the failure mechanism and the evolution process of a large-scale open pit slope with a typical anti-dip structure. To simulate the slope deformation, the shear strength reduction method (SSR) is adopted to represent the strength degradation of rock mass in the deterioration process. The simulated results are validated using data obtained from a field investigation and continuous monitoring by employing an advanced remote sensing technique called ground-based interferometric synthetic aperture radar (GB-InSAR). To analyze the evolution trend of the anti-dip slope, the subsequent toppling failure mode is predicted using the validated CDEM models. Based on a case study of a slope at the Fushun open pit mine (in Fushun, China), the unique geological structure with various joints and discontinuities, ground-water, intense rainfall, and mining activities are identified as the main triggers for different failure stages. The comparison between the field data and the simulation shows that CDEM accurately depicts the rock deformation and the failure pattern of the studied slope. The proposed numerical modeling techniques can be used for predicting failures of other similar excavated rock slopes. The simulated evolution process and the recorded deformation patterns help engineers to gain a better understanding of rock mass movement of anti-dip slopes, and the presented methodology could be utilized for similar studies and engineering designs. (C) 2015 Elsevier B.V. All rights reserved

    Generation of “Virtual” Control Groups for Single Arm Prostate Cancer Adjuvant Trials

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    <div><p>It is difficult to construct a control group for trials of adjuvant therapy (Rx) of prostate cancer after radical prostatectomy (RP) due to ethical issues and patient acceptance. We utilized 8 curve-fitting models to estimate the time to 60%, 65%, 
 95% chance of progression free survival (PFS) based on the data derived from Kattan post-RP nomogram. The 8 models were systematically applied to a training set of 153 post-RP cases without adjuvant Rx to develop 8 subsets of cases (reference case sets) whose observed PFS times were most accurately predicted by each model. To prepare a virtual control group for a single-arm adjuvant Rx trial, we first select the optimal model for the trial cases based on the minimum weighted Euclidean distance between the trial case set and the reference case set in terms of clinical features, and then compare the virtual PFS times calculated by the optimum model with the observed PFSs of the trial cases by the logrank test. The method was validated using an independent dataset of 155 post-RP patients without adjuvant Rx. We then applied the method to patients on a Phase II trial of adjuvant chemo-hormonal Rx post RP, which indicated that the adjuvant Rx is highly effective in prolonging PFS after RP in patients at high risk for prostate cancer recurrence. The method can accurately generate control groups for single-arm, post-RP adjuvant Rx trials for prostate cancer, facilitating development of new therapeutic strategies.</p></div

    MPI workshop on conservative transport schemes

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    A high accuracy of the numerical schemes used for advection of atmospheric constituents in climate models is important for reliable long term simulations. This is especially true for atmospheric variables with strong horizontal and/or vertical gradients. The horizontal spectral representation and advection used in previous versions of the ECHAM model for all the variables had serious problems for water vapor, liquid cloud water and short-lived chemical constituents which have sharp horizontal gradients. Large over- and undershoots could occur. The problem is most noticeable as regions of negative mixing ratios, but equally serious are the overshoots. Therefore, in the newest level 4 version of the ECHAM model it was decided to use a grid point representation and a three-dimensional shape-preserving semi-Lagrangian advection scheme (the Rasch-Williamson scheme) for such variables, but to keep the spectral representation and Eulerian advection for the remaining dynamical variables. The Rasch-Williamson advection scheme develops no over- or undershoots but has the draw-back, as all traditional semi-Lagrangian schemes, that it do not conserve the mass of the constituents advected (in the case of no sources and sinks). Therefore, a so called mass-fixer were introduce which keeps the mass before and after an advection time step constant for each constituent. However, eventually serious problems were experienced with tracers which show strong vertical concentration gradients, in particular near the surface or near the top of the model domain, but also in connection with the tropopause. In such cases the mass corrections needed was found to be large and could even be of the same order of magnitude as the mass itself. This could result in negative mixing ratios, which then when set to zero would produced an increase of total mass (Feichter, 1998 this volume). It has been realized that these problems were connected with difficulties in the formulation of consistent boundary conditions and an excessive inherent vertical diffusion in the scheme. These problems and the desire to find remedies to alleviate or cure them were the reason for arranging the present workshop. Obviously, of interest were alternative schemes that in addition to being accurate and efficient were also conservative, i.e. conserved the mass of the constituents advected. Two such classes of methods have been developed and were represented at the workshop. (orig.)Available from TIB Hannover: RR 1347(265) / FIZ - Fachinformationszzentrum Karlsruhe / TIB - Technische InformationsbibliothekSIGLEDEGerman

    Analytical Instrumentation

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