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S. Fritz M. Massart I. Savin J. Gallego F. Rembold 《International Journal of Applied Earth Observation and Geoinformation》2008,10(4):453
Recent developments in remote sensing technology, in particular improved spatial and temporal resolution, open new possibilities for estimating crop acreage over larger areas. Remotely sensed data allow in some cases the estimation of crop acreage statistics independently of sub-national survey statistics, which are sometimes biased and incomplete. This work focuses on the use of MODIS data acquired in 2001/2002 over the Rostov Oblast in Russia, by the Azov Sea. The region is characterised by large agricultural fields of around 75 ha on average. This paper presents a methodology to estimate crop acreage using the MODIS 16-day composite NDVI product. Particular emphasis is placed on a good quality crop mask and a good quality validation dataset. In order to have a second dataset which can be used for cross-checking the MODIS classification a Landsat ETM time series for four different dates in the season of 2002 was acquired and classified. We attempted to distinguish five different crop types and achieved satisfactory and good results for winter crops. Three hundred and sixty fields were identified to be suitable for the training and validation of the MODIS classification using a maximum likelihood classification. A novel method based on a pure pixel field sampling is introduced. This novel method is compared with the traditional hard classification of mixed pixels and was found to be superior. 相似文献
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T-matrix approach to shale acoustics 总被引：2，自引：0，他引：2
Morten Jakobsen John A. Hudson Tor Arne Johansen 《Geophysical Journal International》2003,154(2):533-558
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对14根钢筋混凝土矩形梁进行抗剪加固试验，研究在受剪区粘贴高强复合纤维的加固效果和设计方法。主要分析了纤维粘贴量、包裹方法和剪跨比等因素对钢筋混凝土加固梁受剪性能的影响和作用。对试验梁进行了全过程分析，并基于试验结果，提出了抗剪加固设计中复合纤维设计应变的合理取值和计算公式，阐述了具体加固设计模型和设计方法。 相似文献
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Overall properties of heterogeneous material 总被引：1，自引：0，他引：1
J. A. Hudson 《Geophysical Journal International》1991,107(3):505-511
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为弥补传统秸秆建筑材料在抗压强度、防火性能、保温能力等方面的不足,本实验将秸秆掺入地质聚合物中合成一种新型复合保温建筑材料,研究了不同秸秆含量对材料保温性能的影响,并考察了材料的耐高温性能。结果表明:秸秆地质聚合物具有良好的保温性能,秸秆掺量由1%增至6%时,材料的导热系数由0.0981 W/m·K减至0.0692 W/m·K。秸秆掺入量为4%时,抗压强度为32.78 MPa。耐高温实验结果显示,当煅烧温度低于250℃时,地质聚合物对秸秆具有一定的保护作用。当材料在600℃温度下煅烧120 min后,其抗压强度依然达到35.94MPa。温度在800℃以内材料具有稳定的矿物组成,热稳定性良好。 相似文献
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As the two important components of shale, organic matter(OM) and clay minerals are usually thought to strongly influence the hydrocarbon generation, enrichment and exploitation. The evolution process of OM and clay minerals as well as their interrelationship over a wide range of thermal maturities are not completely clear. Taking Yanchang(T_3y), Longmaxi(S_1l) and Niutitang(?_1n) shales as examples, we have studied the microstructure characteristics of OM and clay minerals in shales with different thermal maturities. The effects of clay minerals and OM on pores were reinforced through sedimentation experiments. Using a combination of field emission scanning electron microscopy(FESEM) and low-pressure N_2 adsorption, we investigated the microstructure differences among the three shales. The results showed that both OM and clay minerals have strong effects on pores, and small mesopore(2–20 nm) is the dominant pore component for all three samples. However, the differences between the three samples are embodied in the distribution of pore size and the location. For the T_3y shale, clay minerals are loosely arranged and develop large amounts of pores, and fine OM grains often fill in intergranular minerals or fractures. Widespread OM pores distribute irregularly in S_1l shale, and most of the pores are elliptical and nondirectional. The ?_1n shale is characterized by the preferred orientational OM-clay aggregates, and lots of pores in the composites are in the mesopore range, suggesting that over maturity lead to the collapse and compaction of pores under huge pressure of strata. The results of the current research imply that with increasing thermal maturity, OM pores are absent at low maturity(T_3y), are maximized at high maturity(S_1l) and are destroyed or compacted at over-mature stage(?_1n). Meanwhile, clay minerals have gone through mineral transformation and orientational evolution. The interaction of the two processes makes a significant difference to the microstructure evolution of OM and clay minerals in shale, and the findings provide scientific foundation in better understanding diagenetic evolution and hydrocarbon generation of shale. 相似文献
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Stefano De Santis Paolo Casadei Gerardo De Canio Gianmarco de Felice Marialaura Malena Marialuisa Mongelli Ivan Roselli 《地震工程与结构动力学》2016,45(2):229-251
An innovative solution for the seismic protection of existing masonry structures is proposed and investigated through shake table tests on a natural scale wall assemblage. After a former test series carried out without reinforcement, the specimen was retrofitted using Steel Reinforced Grout. The strengthening system comprises horizontal strips of ultra‐high strength steel cords, externally bonded to the masonry with hydraulic lime mortar, and connectors to transversal walls, applied within the thickness of the plaster layer. In order to assess the seismic performance of the retrofitted wall, natural accelerograms were applied with increasing intensity up to failure. Test results provide a deep understanding of the effectiveness of mortar‐based composites for improving the out‐of‐plane seismic capacity of masonry walls, in comparison with traditional reinforcements with steel tie‐bars. The structural implications of the proposed solution in terms of dynamic properties and damage development under earthquake loads are also discussed.Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
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UHTCC新型梁柱节点抗震性能试验研究 总被引：2，自引：0，他引：2
为研究超高韧性水泥基材料新型梁柱节点的抗震性能,进行了6榀缩尺比例为1/2的框架中节点的低周反复载荷试验,对不同轴压比和体积配箍率下梁柱节点的受力特点、裂缝开展形式、滞回特性进行了研究。结果表明,超高韧性水泥基材料能明显改善节点核心区的抗裂性能和剪切延性,具有更好的耗能能力,可部分或全部替代节点处箍筋的抗剪作用,具有良好的经济效益。 相似文献