Reply to discussion By T. H. Lee and D. A. Wesley     

T. H. Lee  D. A. Wesley  Anil K. Chopra  Jorge A. Gutierrez 《地震工程与结构动力学》1974,3(4):402-402

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Recovery of minus ten micron cassiterite by liquid-liquid extraction     

G.Z. Zambrana  R.T. Medina  G.B. Gutierrez  R.R. Vargas 《International Journal of Mineral Processing》1974,1(4):335-345

Fine-size cassiterite can be recovered by a liquid-liquid extraction process using low molecular weight petroleum derivatives and Aerosol-22 as collector. Parameters investigated in this study were pH, collector concentration, and rate of agitation. Depending on agitation rate and collector concentration, rougher concentrates can be up-graded by single cleaning to about 9% tin with a recovery of approximately 78%. After a second cleaning step, recovery decreases to about 50%, while grade increases to about 14% tin. The average tin enrichment ratios (related to the feed) are 6 and 9.4 respectively.  相似文献   

Determination of the poroelasticity of shale     

Ma  Shuqi  Gutierrez  Marte 《Acta Geotechnica》2021,16(2):581-594

Shales play important roles in various civil, energy and environmental engineering applications. Shales are categorized as poroelastic materials due to their tight and very stiff structure, and reliable poroelastic properties are required when dealing with shales. This paper presents simple procedures to determine the poroelastic properties of rocks using oedometer and triaxial consolidation tests. The procedures, which avoid the difficulty to perform determination of the unjacketed bulk modulus of the rock minerals, are demonstrated on a North Sea shale. The experimentally obtained Biot coefficient α and the drained bulk modulus K of the shale range from 0.95 to 0.99, and from 0.17 to 2.00 GPa, respectively. The Biot coefficient α and the drained bulk modulus K values determined from the oedometer and triaxial tests are compared and show good agreement and consistency between the two test procedures. The Skempton’s coefficient B-value of the triaxial samples was also experimentally measured prior to the triaxial consolidation tests. The theoretically predicted B-value varies from 0.81 to 0.96 which is, on the average, only about 10% higher than the experimentally obtained B-value which range from 0.80 to 0.85.

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Analysis of vibrating circular plates of nonuniform thickness by the method of differential quadrature     

P. A. A. Laura  R. H. Gutierrez 《Ocean Engineering》1995,22(1)

The case of vibrating circular plates of linearly varying thickness is tackled using a method proposed by Bellman in the early 1970s.  相似文献   

Analysis of vibrating, thin, rectangular plates with point supports by the method of differential quadrature     

R. H. Gutierrez  P. A. A. Laura 《Ocean Engineering》1995,22(1)

The title problem is solved by an approach first suggested by Bellman early in the 1970s and which has recently been used in the solution of solid mechanics problems. It is shown that the methodology offers several important advantages from the point of view of naval analysts and designers.  相似文献   

A multifrequency maximum-entropy joint analysis of COBE and Tenerife data     

A. W. Jones  A. N. Lasenby  P. Mukherjee  C. M. Gutierrez  R. D. Davies  R. A. Watson  R. Hoyland  R. Rebolo 《Monthly notices of the Royal Astronomical Society》1999,310(1):105-109

We use data from the Tenerife 10-, 15- and 33‐GHz beam-switching experiments along with the COBE 53- and 90‐GHz data to separate the cosmic microwave background (CMB) signal from the Galactic signal, and create two maps at high Galactic latitude. The new multi-MEM technique is used to obtain the best reconstruction of the two channels. The two maps are presented, and known features are identified within each. We find that the Galactic contribution to both the 15- and 33-GHz Tenerife data is small enough to be ignored when compared with the errors in the data and the magnitude of the CMB signal.  相似文献   

Effects of climate warming on Olive and olive fly (Bactrocera oleae (Gmelin)) in California and Italy     

Andrew Paul Gutierrez  Luigi Ponti  Q. A. Cossu 《Climatic change》2009,95(1-2):195-217

Climate change is expected to alter the geographic distribution and abundance of many species. Here we examine the potential effects of climate warming on olive (Olea europaea) and olive fly (Bactrocera oleae) across the ecological zones of Arizona–California (AZ–CA) and Italy. A weather-driven physiologically-based demographic model was developed from the extensive literature and used to simulate the phenology, growth and population dynamics of both species. Observed weather for several years from 151 sites in AZ–CA and 84 sites in Italy were used in the study. Three climate-warming scenarios were developed by increasing observed average daily temperature 1°, 2° and 3°C. Predictions of bloom dates, yield, total fly pupae and percent infestation were mapped using GRASS GIS. Linear multiple-regression was used to estimate the effects of weather on yield and fly abundance. Olive has a much wider temperature range of favorability than olive fly. The model predicted the present distributions of both species and gave important insights on the potential effects of climate warming on them. In AZ–CA, climate warming is expected to contract the range of olive in southern desert areas, and expand it northward and along coastal areas. Olive fly is currently limited by high temperature in the southern part of its range and by cold weather in northern areas. Climate warming is expected to increase the range of olive fly northward and in coastal areas, but decrease it in southern areas. In Italy, the range of olive is expected to increase into currently unfavorable cold areas in higher elevations in the Apennine Mountains in central Italy, and in the Po Valley in the north. Climate warming is expected to increase the range of olive fly northward throughout most of Italy.  相似文献   

Geographical distribution of arsenic in sediments within the Rio Conchos Basin,Mexico   总被引：1，自引：0，他引：1  

Melida Gutierrez  M. Teresa Alarcón-Herrera  Lucy M. Camacho 《Environmental Geology》2009,57(4):929-935

Arsenic (As) content of sediments from the Rio Conchos and Rio San Pedro in northern Mexico were measured to determine if this toxic metalloid had accumulated to unsafe levels to humans and aquatic life. The spatial distribution of As in each of the six clusters of river and arroyo sediments was analyzed to determine variations with respect to background levels and to infer about potential As sources and sinks. In the northern part of the study area, background concentrations varied little throughout the area and concentrations in river sediments were close to background levels. In the southern part, however, the content of As in arroyo sediment contained a wider range of values and anomalous concentrations. The latter could be traced in part to the presence of mine tailings. As concentrations were below the limit in all studied river stretches and thus do not pose an immediate threat to the river environment, but As content in reservoir sediments exceeded the guideline values. Reservoirs seem to act as a sink for As, warranting closer observation and monitoring.  相似文献   

Re-Os同位素定年方法进展及ICP-MS精确定年测试关键技术   总被引：8，自引：0，他引：8  

靳新娣  李文君  吴华英  张连昌  杜安道 《岩石学报》2010,26(5):1617-1624

本文介绍了Re-Os同位素定年的基本原理、技术发展及应用现状;综述了样品分解和Re-Os分离富集的主要方法,重点对ICP-MS法进行Re-Os同位素定年做了较详尽的介绍,包括质量分馏校正、干扰校正、含量初测、取样量的确定、稀释剂的稀释比及稀释剂加入量等,以确保高精度测试;评述了ICP-MS最常见的测定对象-辉钼矿中Re-Os的失耦现象及降低其对Re-Os同位素定年影响的对策,文中描述了由测定同位素比值计算含量时的误差传递公式并重申了最佳稀释比。最后,指出了Re-Os同位素定年方法研究中应该关注的工作方向。  相似文献   

Viscoelastic damage model for asphalt concrete   总被引：1，自引：1，他引：0  

Daisuke Katsuki  Marte Gutierrez 《Acta Geotechnica》2011,6(4):231-241

The strain rate-dependent mechanical behavior of asphalt concrete was characterized using unconfined compression tests carried out at different loading rates. It was shown that at high strain rates, the elastic deformation and peak axial stress are highly sensitive to strain rate. Both increase as the strain rate increases. At very low strain rates, elastic response and unconfined compressive strength are relatively independent of the loading rate. Based on the experimental observations, a simple viscoelastic damage model is proposed for the strain rate-dependent unconfined compression behavior of asphalt concrete. In the model, strain rate response is modeled by a two-component viscoelastic model consisting of a constant elastic modulus and a viscous modulus that is related by a power-law function to the axial strain rate. Failure and strain softening are modeled via a damage formulation where damage evolution in the asphalt concrete is given by a simple form of the Weibull distribution function. The model was shown to be capable of describing the strain rate-dependent deformation, compressive strength, strain-softening and creep behavior of asphalt concrete. The model is relatively simple and requires only five material parameters.  相似文献