基于精细结构描述及数值试验的断续节理岩体力学参数智能选取

Evaluating the mechanical properties of rock masses is the base of rock engineering design and construction. It has great influence on the safety and cost of rock project. The recognition is inevitable consequence of new engineering activities in rock, including high-rise building, super bridge, complex underground installations, hydraulic project and etc. During the constructions, lots of engineering accidents happened, which bring great damage to people. According to the investigation, many failures are due to choosing improper mechanical properties. ‘Can’t give the proper properties’ becomes one of big problems for theoretic analysis and numerical simulation. Selecting the properties reasonably and effectively is very significant for the planning, design and construction of rock engineering works. A multiple method based on site investigation, theoretic analysis, model test, numerical test and back analysis by artificial neural network is conducted to determine and optimize the mechanical properties for engineering design. The following outcomes are obtained: (1) Mapping of the rock mass structure Detailed geological investigation is the soul of the fine structure description. Based on statistical window，geological sketch and digital photography，a new method for rock mass fine structure in-situ mapping is developed. It has already been taken into practice and received good comments in Baihetan Hydropower Station. (2) Theoretic analysis of rock mass containing intermittent joints The shear strength mechanisms of joint and rock bridge are analyzed respectively. And the multiple modes of failure on different stress condition are summarized and supplied. Then, through introducing deformation compatibility equation in normal direction, the direct shear strength formulation and compression shear strength formulation for coplanar intermittent joints, as well as compression shear strength formulation for ladderlike intermittent joints are deducted respectively. In order to apply the deducted formulation conveniently in the real projects, a relationship between these formulations and Mohr-Coulomb hypothesis is built up. (3) Model test of rock mass containing intermittent joints Model tests are adopted to study the mechanical mechanism of joints to rock masses. The failure modes of rock mass containing intermittent joints are summarized from the model test. Six typical failure modes are found in the test, and brittle failures are the main failure mode. The evolvement processes of shear stress, shear displacement, normal stress and normal displacement are monitored by using rigid servo test machine. And the deformation and failure character during the loading process is analyzed. According to the model test, the failure modes quite depend on the joint distribution, connectivity and stress states. According to the contrastive analysis of complete stress strain curve, different failure developing stages are found in the intact rock, across jointed rock mass and intermittent jointed rock mass. There are four typical stages in the stress strain curve of intact rock, namely shear contraction stage, linear elastic stage, failure stage and residual strength stage. There are three typical stages in the across jointed rock mass, namely linear elastic stage, transition zone and sliding failure stage. Correspondingly, five typical stages are found in the intermittent jointed rock mass, namely linear elastic stage, sliding of joint, steady growth of post-crack, joint coalescence failure, and residual strength. According to strength analysis, the failure envelopes of intact rock and across jointed rock mass are the upper bound and lower bound separately. The strength of intermittent jointed rock mass can be evaluated by reducing the bandwidth of the failure envelope with geo-mechanics analysis. (4) Numerical test of rock mass Two sets of methods, i.e. the distinct element method (DEC) based on in-situ geology mapping and the realistic failure process analysis (RFPA) based on high-definition digital imaging, are developed and introduced. The operation process and analysis results are demonstrated detailedly from the research on parameters of rock mass based on numerical test in the Jinping First Stage Hydropower Station and Baihetan Hydropower Station. By comparison，the advantages and disadvantages are discussed. Then the applicable fields are figured out respectively. (5) Intelligent evaluation based on artificial neural network (ANN) The characters of both ANN and parameter evaluation of rock mass are discussed and summarized. According to the investigations, ANN has a bright application future in the field of parameter evaluation of rock mass. Intelligent evaluation of mechanical parameters in the Jinping First Stage Hydropower Station is taken as an example to demonstrate the analysis process. The problems in five aspects, i. e. sample selection, network design, initial value selection, learning rate and expected error, are discussed detailedly.

块体理论赤平投影解析法与关键块体滑落概率研究—以锦屏二级水电站皮带机隧道为例

Block theory is an effective method on stability analysis of fractured rigid rock mass. There are a lot of discontinuous planes developed in rock mass of Jinping II hydropower station conveyor tunnel, so the stability of conveyor tunnel is related with whether there are unstable blocks on excavation planes. This paper deals with the stability of conveyor tunnel with stereo-analytical method for block theory on the basis of detailed investigation of rock mass data, and makes judgements on the movable blocks sliding types which are induced by all rock discontinuous planes and every excavation plane of conveyor tunnel. A conclusion is obtained that the sliding type of blocks is mainly single sliding, and a relatively few sliding types of double-sided sliding and vertical block falling; Also, the obvious statistical distribution result on movable blocks in conveyor tunnel indicates that there are a bit more instability blocks in left wall, left and right arches than right wall. In this paper, the stochastic probability model is drawn into block theory to study the sliding probability of key block on the basis of detailed investigation of its rock mass data and the development of the discontinuous planes in rock mass of Jinping II hydropower station conveyor tunnel. And some following conclusions are obtained. The relationship between trace length and the probability of instability of key block is inverse ratio. The probability of 1-3m primary joints are relatively higher. Key block containing joints J2 is relatively stable and the reinforcement of the arch would be crucial in the conveyor tunnel. They are all useful to offer effective reinforcement design and have important engineering values.

Characterization of polyethylene glycol-modified proteins by semi-aqueous capillary electrophoresis

A new program to characterize polyethylene glycol-modified (PEGylated) proteins is outlined using capillary zone electrophoresis (CZE). PEGylated ribonuclease A and lysozyme were selected as examples. Five separation procedures were compared to select out the mixed buffer of acetonitrile-water (1:1, v/v) at pH 2.5 as the best to characterize the PEGylated proteins without sample pretreatment. Polyethylene oxide (PEO) with a high molecular mass of 8X10(6) was applied to rinse the capillary to form a dynamic coating which would decrease the undesirable proteins adsorbed to the inner wall of the silica. The electroosmotic flow (EOF) mobility of the five procedures was determined, respectively. It is found that acetonitrile is mainly responsible for the good resolution of PEGylated proteins with the help of PEO coating in the semi-aqueous system. The low EOF mobility and current in the semi-aqueous system might also have some responsibility for the high resolution. The semi-aqueous procedure described in this paper also demonstrates higher resolution of natural proteins than aqueous ones. (C) 2001 Elsevier Science B.V. All rights reserved.

Sistema simplificado para melhoria da qualidade da água consumida nas comunidades rurais do semi-árido do Brasil.

Além da quantidade, a qualidade da água também é uma questão que preocupa. A má qualidade da água consumida é a maior responsável pelas doenças endêmicas nos países em desenvolvimento, como por exemplo, hepatite, cólera, febre tifóide, entre outras. Falta de acesso à água de boa qualidade e ao saneamento resulta em centenas de milhões de casos de doenças de veiculação hídrica. No Brasil, de acordo com pesquisa do Censo 2000, 5,9% dos domicílios brasileiros lançam seus esgotos em valas, rios, lagos ou no mar. Dessa proporção, a maior parte ocorre nas áreas rurais (10%) do que nas urbanas (5%). Já os domicílios que não possuem instalações sanitárias chegam a 8,3% do total do país, sendo mais freqüentes nas regiões rurais (35,3%). Essa situação torna-se gritante na área rural da Região Nordeste (60,5%), num contraste brutal com as áreas rurais da Região Sul (7,4%) (IBGE, 2002). Na região do Semi-Árido do Brasil, a população de algumas comunidades rurais, devido à escassez é obrigada a percorrer grandes distâncias para a obtenção de água, na maioria das vezes de péssima qualidade e de turbidez muito elevada. Entre os objetivos deste trabalho, estão a proposição de sistemas simplificados, econômicos, práticos e viáveis para a melhoria da qualidade da água consumida nas comunidades rurais do semi-áridodo Brasil; a comprovação da viabilidade de aplicação desses sistemas; e a apresentação dos resultados obtidos a partir da aplicação desses sistemas.

Irrigação da mangueira nas condições semi-áridas do Nordeste.

A irrigação constitui uma tecnologia indispensável no processo de produção da mangueira tanto em regiões semi-áridas, como em regiões de déficit hídrico prolongado. Entretanto, tem sido adotada por produtores, muitas vezes despreparados, que, por falta de orientação, não praticam seu manejo adequado, com perdas na produção potencial da cultura e nos custos com água e energia. O efeito potencial da irrigação contribui para os dois pontos mais importantes de uma economia globalizada: promove o aumento da produtividade e melhora a qualidade do produto. Este trabalho procura atualizar os conhecimentos sobre irrigação da mangueira, em condições Semi-áridas. O trabalho faz abordagem sobre aspectos de interesse direto do produtor, tais como sistemas de irrigação, necessidades hídricas da cultura e manejo de irrigação.

(Semi-)Predictive Discretization During Model Selection

In this paper, we present an approach to discretizing multivariate continuous data while learning the structure of a graphical model. We derive the joint scoring function from the principle of predictive accuracy, which inherently ensures the optimal trade-off between goodness of fit and model complexity (including the number of discretization levels). Using the so-called finest grid implied by the data, our scoring function depends only on the number of data points in the various discretization levels. Not only can it be computed efficiently, but it is also independent of the metric used in the continuous space. Our experiments with gene expression data show that discretization plays a crucial role regarding the resulting network structure.

DIVULGAÇÃO de cultivares e tecnologias para a produção de sorgo no semi-árido brasileiro.

2010

Mid-Level Vision and Recognition of Non-Rigid Objects

We address mid-level vision for the recognition of non-rigid objects. We align model and image using frame curves - which are object or "figure/ground" skeletons. Frame curves are computed, without discontinuities, using Curved Inertia Frames, a provably global scheme implemented on the Connection Machine, based on: non-cartisean networks; a definition of curved axis of inertia; and a ridge detector. I present evidence against frame alignment in human perception. This suggests: frame curves have a role in figure/ground segregation and in fuzzy boundaries; their outside/near/top/ incoming regions are more salient; and that perception begins by setting a reference frame (prior to early vision), and proceeds by processing convex structures.

Barragem Subterrânea: uma opção de sustentabilidade para a agricultura familiar do semi-árido do Brasil.

2007

Caracterização de atributos do solo em áreas de barragem subterrânea no semi-árido brasileiro.

2008

Adensamento e compactação de solos irrigáveis da zona semi-árida do Nordeste brasileiro.

2007

Relação entre pressão e volume para implantação da técnica in vitro semi-automática de produção de gases na Embrapa Cerrados.

2008

Sistemas agrícolas sustentáveis para regiões semi-áridas.

Resumo: A maioria dos sistemas de produção em prática no trópico semi-árido brasileiro pela agricultura familiar apresenta baixa ou nenhuma sustentabilidade, devido ao uso de tecnologias quase sempre agressivas ao ecossistema. Como consequência, observa-se, nos sertões nordestinos degradação ambiental generalizada, baixa produtividade das atividades agrícolas, pastoris e madeireiras, inviabilização da agricultura, queda da qualidade devida e êxodo rural acentuado. Urge, pois, que se forneça ao agricultor alternativas de sistemas de produção sustentáveis que atendam a quatro objetivos, quais sejam, a fixação da agricultura migratória, a adequação do manejo pastoril, a racionalização da produção de madeira e a uma forte integração dessas atividades. Para tanto, deve-se: excluir as queimadas, substituir o desmatamento pelo raleamento da vegetação lenhosa, manter um aporte substancial de matéria orgânica, utilizar Ieguminosas como fonte de adubo verde, ajustar a carga animal para a capacidade de suporte da área e adotar-se o corte seletivo e manejo da rebrota na exploração madeireira. A adoção dessas tecnologias na certa contribuirá: para a viabilização ecológica, social e econômica da agricultura familiar nos serões nordestinos, para a sustação dos processos de degradação ambiental, para a melhoria da qualidade de vida da população e para a redução do êxodo rural.

Melhoramento genético participativo: uma nova perspectiva para o manejo da diversidade genética do semi-árido nordestino.

2004

Estudo de caso da eficiência econômica e viabilidade financeira da produção de morango em sistema semi-hidropônico.

2011