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绿洲边缘夹粘沙丘持水特性 被引量:4
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作者 孙程鹏 赵文智 杨淇越 《生态学报》 CAS CSCD 北大核心 2018年第11期3879-3888,共10页
夹粘沙丘是指剖面中分布有一层红褐色粘化层的沙丘,其夹粘层埋藏深度常在120—500cm左右,厚度在40—100cm之间,粘粉粒含量达到90%以上。夹粘沙丘人工梭梭固沙植被郁闭度在0.5以上,明显高于相同水热条件下的植被生产力,这可能与夹粘层通... 夹粘沙丘是指剖面中分布有一层红褐色粘化层的沙丘,其夹粘层埋藏深度常在120—500cm左右,厚度在40—100cm之间,粘粉粒含量达到90%以上。夹粘沙丘人工梭梭固沙植被郁闭度在0.5以上,明显高于相同水热条件下的植被生产力,这可能与夹粘层通过改变土壤持水性及水分状况,从而提高了土壤水分承载力有关。以河西走廊绿洲边缘夹粘沙丘为研究对象,在测定0—8.0m剖面土壤物理性质和土壤水分特征曲线的基础上,计算了土壤孔隙分布和持水特性,研究了剖面中土壤持水性的变化规律及其影响因素。结果表明:(1)夹粘层土壤含水量最高,上覆沙土土壤含水量最少且随深度增加而增加,下伏沙土受地下水毛管作用影响水分含量较高;(2)土壤机械组成决定了不同土层的持水特性,土壤中粘粉粒含量越高,田间持水量和饱和含水量就越大,夹粘层的土壤持水性远高于沙土层;(3)夹粘层是沙丘土壤水分暂时贮存的重要土层,可以为植被提供深层土壤水分,这对绿洲边缘人工固沙植被的生存和繁衍有重要影响,而土壤持水性和毛管作用的强弱决定了夹粘层对沙丘水分调节能力的强弱。本研究为深入理解绿洲边缘雨养固沙植被斑块状分布的机理提供了一定的理论依据。 展开更多
关键词 绿洲边缘 沙丘 夹粘层 持水性
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The interfacial fracture behavior of foam core composite sandwich structures by a viscoelastic cohesive model 被引量:9
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作者 SUN ShiYong CHEN HaoRan 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第8期1481-1487,共7页
A sandwich beam model consisting of two face sheets and a foam core bonded by a viscoelastic adhesive layer is considered in order to investigate interfacial fracture behavior. Firstly, a cohesive zone model in conjun... A sandwich beam model consisting of two face sheets and a foam core bonded by a viscoelastic adhesive layer is considered in order to investigate interfacial fracture behavior. Firstly, a cohesive zone model in conjunction with a Maxwell element in parallel, or with a Kelvin element in series, respectively, is employed to describe the characteristics of viscoelasticity for the adhesive layer. The models can be implemented into the implicit finite element code. Next, the parametric study shows that the in- fluences of loading rates on the cohesive zone energy and strength are quite different for different models. Finally, a sandwich double cantilever beam model is adopted to simulate the interface crack growth between the face sheet and core. Numerical examples are presented for various loading rates to demonstrate the efficacy of the rate-dependent cohesive models. 展开更多
关键词 VISCOELASTICITY interfacial crack rate-dependent cohesive model composite sandwich beam
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The significance and variation characteristics of interlay water in smectite of hydrocarbon source rocks 被引量:6
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作者 CAI JinGong LU LongFei +2 位作者 BAO YuJin FAN Fu XU JinLi 《Science China Earth Sciences》 SCIE EI CAS 2012年第3期397-404,共8页
To investigate variation characteristics of interlayer water bound up with organic matter in smectite, organo-clay complexes extracted from grinded source rock samples were determined using thermo-XRD, DTA and PY-GC. ... To investigate variation characteristics of interlayer water bound up with organic matter in smectite, organo-clay complexes extracted from grinded source rock samples were determined using thermo-XRD, DTA and PY-GC. The dool diffraction peak of organo-clay complexes is postponed from 250 to 550℃ before reaching 1.00 nm and accompanied by exothermal peaks on DTA and organic matter with abundant C20-C30carbon detected by PY-GC, which is different from single smectite and indicates the existence of organic matter in the interlayer of smectite. Water desorption characteristics of organo-clay complexes are in consistent with smectite at 100 and 600℃, but different from smectite at 550℃ with an additional dehydration peak and a remaining d001 diffraction peak, suggesting the vcater removed at 550℃ is interlayer adsorption water rather than constituent water of clay minerals. Comparing the dehydration order and water loss, we conclude that part of interlayer water of smectite may act as the "bridge" that binds organic matter and smectite, which results in water-expelled lag beyond 250℃ and may provide a good medium for hydrocarbon migration and oil pool formation. 展开更多
关键词 source rocks organo-clay complexes interlayer water organic matter
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