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1.
Continuous real-time estimating of compaction quality during the construction of a hot mix asphalt (HMA) pavement is addressed in this paper. The densification of asphalt pavements during construction usually is accomplished by using vibratory compactors. During compaction, the compactor and the asphalt mat form a coupled system whose dynamics are influenced by the changing stiffness of the mat. The measured vibrations of the compactor along with process parameters such as lift thickness, mix type, mix temperature, and compaction pressure can be used to predict the asphalt mat density. Contrary to existing techniques in the literature in which a model is developed to fit experimental data and to predict mat density, a neural network-based approach is adopted that is model-free and uses pattern-recognition techniques to estimate density. The neural network is designed to read the entire frequency spectrum of roller vibrations and to classify these vibrations into different levels. The intelligent asphalt compaction analyzer (IACA) is then trained to convert these vibration levels into a “number” indicative of the asphalt mat density at a given location. This two-step process eliminates the need for regression analysis and produces more accurate density measurements than those reported elsewhere in the literature. Compaction studies of HMA mixes on a stiff subgrade indicate that the changes in the vibration characteristics of the roller are attributable to an increased compaction of the HMA base. The results also show that, with the neural network working as a classifier, the IACA can estimate the density continuously, and in real time, with accuracy levels adequate for quality control in the field.  相似文献   
2.
    
A broken and seated portland cement concrete pavement (PCCP) was analyzed using destructive and nondestructive testing (NDT). The paper focuses on the results of a series of NDT methodologies by which the effective structural capacity of the overlaid pavement was estimated. The NDT included Falling Weight Deflectometer (FWD) and Road Rater (RR), followed by back-calculation and verification routines. A comparison was performed between the FWD and RR deflection bowls, which demonstrated a close correspondence between the two NDT devices. The effective modulus of the broken and seated PCCP was estimated and it showed close agreement with previous work conducted by other investigators, A large-stone hot mix asphalt (HMA) overlay was placed on top of the broken and seated PCCP; this decision was made based upon rutting resistance of this type of mix as reported in previous studies.  相似文献   
3.
    
This study analyzes data obtained from laboratory prepared asphalt specimens by means of statistical tools. The complex permittivity of 111 laboratory prepared asphalt specimens used as the bearing and wearing courses of pavements is measured under dry and wet conditions. A multiple linear regression model is developed to relate the complex permittivity of the specimens at 201.6 MHz and the moisture content, bitumen content, aggregate mix type, specimen length and bulk density. The sensitivity and significance of the regression model and individual variables are evaluated using statistical analysis tools. The statistical analysis indicates that the regression model is highly significant. The complex permittivity of the asphalt specimens is sensitive to changes in water content, bitumen content, aggregate type and pavement thickness. Based on the results, the complex permittivity of asphalt pavements has the potential to serve in non-destructive testing for inspection of new and existing pavements upon obtaining more data over larger ranges of pavement properties and further development of in-situ measurement techniques.  相似文献   
4.
    
This paper addresses the experience gained in California with asphalt rubber mixes from the performance of field test sections, accelerated pavement tests and laboratory performance tests. Field and laboratory studies have evaluated the performance of asphalt rubber mixes in terms of fatigue, reflective cracking, permanent deformation and moisture sensitivity. The findings have shown that asphalt rubber mixes, when properly designed and constructed, can provide superior performance as compared to conventional dense graded mixes. A proper mix design would be based on performance testing consisting of repetitive permanent deformation testing, fatigue testing, thermal cracking testing and moisture sensitivity evaluation. Mechanistic analysis is necessary so that the structural contribution of asphalt rubber mixes can be quantified. Layer thicknesses will have to be based on fatigue testing accompanied by mechanistic analysis.  相似文献   
5.
    
Fatigue and rutting equations are essentially used in design of asphalt pavements by mechanistic-empirical method and they are developed from the laboratory and/or the field performance data. Conventionally, ordinary least square regression analysis is employed for developing these equations. The present paper discusses the underlying assumptions of ordinary least square regression analysis and shows that these assumptions are violated while developing fatigue/rutting equations from the data obtained from field or laboratory measurements. This paper proposes the use of a measurement error based estimator in order to alleviate the inaccuracy associated with use of least square regression analysis while developing fatigue and rutting equations. A step-by-step methodology is presented on how to develop the fatigue or rutting equation from a given data set using the proposed method. The confidence intervals of the estimators are obtained using bootstraping technique. Finally, a design example is presented to show the differences in design thickness values obtained by the conventional and the proposed method.  相似文献   
6.
    
Pavement design optimisation is an active area of research. Due to a large number of parameters, such as thickness of layers, material properties, climatic conditions, affecting pavement performance, it is usually not feasible to determine an optimal design using a trial and error approach. In order to make the design calculation computationally tractable, the process can be posed as an optimisation problem. Previous investigations in this vein have suffered from the limitations of a specific pavement analysis tool, specific design goals and specific optimisation algorithms. This paper presents a general computational framework, combining Mechanistic-Empirical Pavement Design Guide and Design Analysis Kit for Optimisation and Terascale Applications, to overcome these shortcomings. The framework's promise is demonstrated through its application to a minimum cost pavement design problem using both direct and surrogate-based (SBO) optimisation approaches. The SBO formulation is shown to achieve significant savings in required computational time with a minimal loss of accuracy in the determined optimal design.  相似文献   
7.
    
Experimental investigations into the structural behaviours of different thicknesses of plastic cell-filled concrete block pavement (PCCBP) over 100-mm thick water bound macadam sub-base course are presented. In this study, an attempt has been made to use waste stone dust in place of the traditional river sand as fine aggregates in concrete. Layer elastic moduli of different layers of PCCBP have been calculated using linear elastic theory-based backcalculation computer code BACKGA from the surface deflection data obtained through falling weight deflectometer. It has been observed that peak surface deflections decreased linearly with increasing PCCBP thickness; with 200% increase (from 50 to 150 mm) in thickness, a decrease of ∼48% in deflection was observed. Elastic layer modulus of PCCBP has been seen to increase linearly with increasing thickness (∼83% increase in elastic modulus was observed for 200% increase in thickness, with layer modulus value of ∼1995 MPa for 50-mm thick PCCBP). Furthermore, life cycle cost analysis showed that PCCBP is more economical than conventional pavements.  相似文献   
8.
    
Extensive laboratory tests were conducted and the results were compared to the known field performance results of Specific Pavement Studies-1 (SPS-1) sections on US281. The objective was to establish which of the available laboratory test procedures could match the observed field performance. The laboratory tests included the diametral resilient modulus, Asphalt Pavement Analyzer (APA), Hamburg Wheel Tracking Test (HWTT), Repeated Simple Shear Test at Constant Height (RSST-CH), dynamic modulus test, and repeated load permanent deformation test. It was found that both RSST-CH and repeated load permanent deformation test could differentiate the performance of different sections, and the results matched closely with the field performance. The total permanent strain was also found to be a reasonable indicator of field rutting performance. For the wheel tracking tests, the APA performed better than HWTT, but both failed to differentiate some mixes. The moduli at high temperature, including dynamic modulus, axial resilient modulus, shear resilient modulus, and E*/sin δ could screen out the bad mixes. However, those moduli (except for shear resilient modulus) failed to further differentiate the performance of mixes once they were grouped as generally “good” or “bad”.  相似文献   
9.
    
The findings of an extensive literature review on bitumen and asphalt mixture ageing test methods are presented in the paper. The primary factors affecting the durability of bituminous paving mixtures, assuming they are constructed correctly, are age hardening and moisture damage. Ageing of the bituminous binder is manifested as an increase in its stiffness (or viscosity). Water damage is generally manifested as a loss of cohesion in the mixture and/or loss of adhesion between the bitumen and aggregate interface (stripping). Short-term ageing is primarily due to volatilisation of the bitumen within the asphalt mixture during mixing and construction, while long-term ageing is due to oxidation and some steric hardening in the field. Of the tests used to simulate short-term ageing, the extended heating procedures of the thin film oven test (TFOT) and the rolling thin film oven test (RTFOT) are the most frequently used binder methods. In regard to long-term binder ageing, the oxidative pressure ageing vessel (PAV) test and the rotating cylinder ageing test (RCAT) have shown the greatest potential. Asphalt mixture ageing is primarily limited to extended heating methods for loose bituminous material prior to compaction and combinations of extended oven ageing, high and low pressure oxidation and ultraviolet and infrared light treatments.  相似文献   
10.
    
This paper utilises a wavelet approach to interpret the macro-texture data collected on asphalt and concrete pavement surfaces with a wide range of macro-texture properties. The experimental data were obtained using a circular track meter (CTMeter) device on pavements built at the Virginia's Smart Road test facility. The size of the data-set allowed nine levels of wavelet decomposition with wavelengths ranging from 1.7 to 435 mm. The extent of macro-texture variation was summarised using the normalised wavelet energy metric defined as the sum of the squares of the detailed wavelet coefficients for the sub-bands that correspond to the macro-texture range of wavelengths divided by the length of the test section expressed in mm2/m. This metric was found highly correlated with the empirical mean profile depth measurements. Hence, the wavelet approach can be used to objectively analyse CTMeter measurements of pavement texture.  相似文献   
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