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首次研究了风化砂改良膨胀土的CBR值与风化砂掺量、冻融循环次数之间的定性和定量关系。膨胀土中分别掺入0%、10%、20%、30%、40%、50%的风化砂,经过0次、1次、3次、6次、9次、12次冻融循环后,在万能试验机上进行CBR值测试。试验结果表明:在同一冻融循环次数下,风化砂改良膨胀土的CBR值随掺砂比例的增大而增大;在同一掺砂比例下,风化砂改良膨胀土的CBR值随冻融循环次数的增大而减小,其减小的速率亦随冻融循环次数的增大而减小,且CBR值与冻融循环次数的自然对数呈较好的线性关系。 相似文献
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针对室内试验测试多裂隙发育膨胀土抗剪强度指标的困难,提出以室内试验与数值模拟相结合的研究方法;以不同产状单裂隙面膨胀土三轴试样在200kPa围压下的CD试验结果为样本,基于颗粒流原理,采用PFC3D软件进行仿真试验,获得了与三轴试验结果相一致的PFC3D球颗粒参数和裂隙参数;以此参数为基础,进行不同裂隙产状膨胀土的仿真试验,初步探寻了裂隙发育对广西宁明膨胀土的强度影响规律。研究发现:裂隙发育是膨胀土强度衰减的主要原因;裂隙的空间角度、不同裂隙的组合、裂隙发育程度均对膨胀土抗剪强度指标产生影响,且对黏聚力的影响较大;与无裂隙情况相比,裂隙率达14.06%时,C值降低71.2%。 相似文献
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《应用力学学报》2021,(2)
为研究固化淤泥在荷载和干湿循环耦合作用下的屈服应力变化规律,以取自无锡太湖地区的疏浚淤泥为研究对象,通过有荷条件下的干湿循环试验和固结试验,对不同水泥掺量条件下固化淤泥的屈服应力进行了研究。结果表明:对于水泥掺量为100kg/m~3的固化淤泥试样,在上覆载荷不大于25kPa的条件下,经过干湿循环后,固化淤泥试样的屈服应力比同掺量基准试样的小,随着上覆荷载的增大,经过干湿循环后试样的屈服应力不降反增;对于水泥掺量为150kg/m~3、200kg/m~3的固化淤泥试样,经过干湿循环后,固化淤泥试样的屈服应力比同掺量基准试样的大,且这种增长趋势随着上覆荷载的增加更加明显。经过干湿循环后,固化淤泥试样屈服应力的变化受干燥温度引起的水泥水化产物增加和裂缝发展的双重影响,且裂缝的发展与上覆荷载密切相关。与控制试样相比,经过干湿循环后固化淤泥的屈服应力均呈现明显下降趋势,说明仅考虑裂缝发展的影响时,干湿循环对试样屈服应力具有明显劣化作用。微观分析表明:水泥掺量越高,养护温度越高,固化淤泥生成的水化产物越多,内部孔隙被进一步填充,从而屈服应力越大。本文的研究结论可为固化淤泥土工筑物在上覆荷载作用下的干湿稳定性评价提供参考。 相似文献
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采用M itchell公式和裂隙扩展深度方程两种吸力法确定安康地区膨胀土大气影响深度和裂隙开展深度。其一通过对安康地区两处天然边坡开挖观测井,利用张力计进行不同深度处吸力值的现场量测,根据M itchell提出公式计算大气影响深度;其二根据非饱和土抗拉强度公式,建立膨胀土裂隙扩展深度方程,利用基质吸力量测结果求其理论解。结果表明,安康地区膨胀土吸力变化曲线随深度增加变幅减小,呈“波浪式”推移。M itchell公式确定安康地区膨胀土的大气影响深度为3.35m以内,裂隙深度方程确定裂隙开展深度为3.063.14m。利用M itchell公式计算大气影响深度与膨胀土断裂理论公式确定的裂隙开展深度结果接近。 相似文献
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膨胀土是一种特殊的区域性黏土,在我国分布非常广泛,所引起的灾害问题也日益突出。为了提高资源的循环利用,减少膨胀土灾害潜在的影响,笔者进行一系列用废弃轮胎胶粉改良膨胀土的探索。主要是通过室内无侧限抗压强度试验,研究膨胀土及膨胀土 胶粉(expansive soil rubber,简称ESR)强度特性,进一步分析胶粉含量、含水率等因素对无侧限抗压强度的影响,根据试验结果总结出胶粉改良膨胀土无侧限抗压强度的最佳含量为20%,同时证明了废弃轮胎胶粉改良膨胀土具有良好的效果,从而为膨胀土改良开拓一个新的方法。 相似文献
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We introduce the notion of almost expansive sequences and curves and study their ergodic and asymptotic properties in a Hilbert
space H. We apply our results to study the asymptotic behavior of solutions to the quasi-autonomous expansive type evolution system
(du/dt)(t) + f(t) ∈ Au(t) on [0, ∞). 相似文献
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Mingliang Xie Wenqing Wang Joëlle De Jonge Olaf Kolditz 《Transport in Porous Media》2007,66(3):311-339
The focus of this work is to provide a new concept for accessing the swelling stress in expansive porous media, especially
in highly compacted bentonite. The key to the new approach is the simulation with a chemical swelling model of an infinitesimal
volume change followed by a back compaction Process. Free extension is allowed in the first step, to calculate the interlayer
porosity change (micro) and the induced volume change potential (macro). The object-oriented FEM simulator GeoSys/RockFlow
allows the combination of different processes. The hydro-mechanic/chemical (H2M/C) model takes into consideration two phase flow and deformation, as well as chemical swelling effects. The negative displacements
on each boundary after the free extension simulation are taken as Dirichlet boundary conditions of the back compaction problem.
The deformation step is simulated in the context of elasto-plasticity using the modified Cam-Clay model. The stresses obtained
by back compaction represent the swelling pressure. A 2D example of compacted bentonite is analyzed with the new H2M/C model. 相似文献
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Abbas Fakhari 《Journal of Dynamics and Differential Equations》2012,24(3):561-568
In this paper we introduce the notion of periodically expansiveness and discuss the homoclinic classes exhibit the property in a persistent way. More precisely, we prove that if a homoclinic class H(p, f) of a diffeomorphisms f is C 1-persistently periodically expansive then it admits a dominated splitting ${E \bigoplus F}$ with dim?(E)?=?index?(p). We also prove that C 1-generically any locally maximal periodically expansive homoclinic class is hyperbolic. 相似文献
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在表征体元尺度采用格子Boltzmann方法分析膨胀性非牛顿流体在多孔介质中的流动,基于二阶矩模型在演化方程中引入表征介质阻力的作用力项,求解描述渗流模型的广义Navier-Stokes方程.采用局部法计算形变速率张量,通过循环迭代得到非牛顿粘度和松弛时间.对多孔介质的Poiseuille流动进行分析,通过比较发现结果与孔隙尺度的解析解十分吻合,并且收敛较快,表明方法合理有效.分析了渗透率和幂律指数对速度和压力降的影响,研究结果表明,膨胀性流体的多孔介质流动不符合达西规律,压力降的增加幅度小于渗透率的减小幅度.当无量纲渗透率Da小于10-5时,流道中的速度呈现均匀分布,并且速度分布随着幂律指数的减小趋于平滑.压力降随着幂律指数的增加而增加,Da越大幂律指数对压力降的影响越明显. 相似文献
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《Acta Mechanica Solida Sinica》2016,(6)
Concrete experiences expansive deformation during sulfate attack due to internal expansive stress. Sulfate ions enter concrete pores, react with the pore solution, and produce ettringite. The production of ettringite explains the internal expansive stress that reduces the durability of concrete. In this study, the model of internal expansive stress was achieved through the Eshelby's theory, as well as the experimental results for concrete erosion. Numerical simulation indicated that internal expansive stress is not only determined by the water-to-cement ratio of concrete and the concentration of sulfate solution, but also affected by the relaxation time of concrete. 相似文献
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石灰膨胀土团聚体微结构的扫描电镜分析 总被引:1,自引:0,他引:1
石灰改良土为团聚体骨架结构,骨架是由团聚体构成,孔隙是由团聚体间的孔隙和团聚体内部微孔隙组成,粒间孔包括胶结物孔隙和压实时团聚体之间形成的孔隙。实验证明团聚体越小越有利于石灰与土的结合,微结构为链状结构;石灰掺量主要影响团聚体的表面微结构。在饱和状态时,钙离子浸入团聚体的内部,团聚体的内层也出现与外层类似结构。相同石灰掺量的样品,饱和状态和非饱和状态时钙的重量相对含量的分布有不同,非饱和状态时表面的钙相对较多,越往内部越少,内外差异很大;而饱和状态时,外层的钙比内层稍多,内外差异较小,团聚体内部形成较大的微集聚体。 相似文献
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A fully coupled formulation combining reactive transport and an existing thermo-hydro-mechanical (THM) code is presented.
Special attention has been given to phenomena likely to be encountered in clay barriers used as part of containment systems
of nuclear waste. The types of processes considered include hydrolysis, complex formation, oxidation/reduction reactions,
acid/base reactions, precipitation/dissolution of minerals and cation exchange. Both kinetically-controlled and equilibrium-controlled
reactions have been incorporated. The total analytical concentrations (including precipitated minerals) are adopted as basic
transport variables and chemical equilibrium is achieved by minimizing Gibbs Free Energy. The formulation has been incorporated
in a general purpose computer code capable of performing numerical analysis of engineering problems. A validation exercise
concerning a laboratory experiment involving the heating and hydration of an expansive compacted clay is described. 相似文献
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提出一种鼻用塞固器,在鼻中隔黏膜下切除术后,可将其放入鼻腔替代传统的填塞材料,能够保持
鼻腔通气同时起到固定鼻中隔和止血的作用.
通过有限单元法模拟塞固器和膨胀海绵在鼻腔中的工作情况,分析两者的模拟结果,比较鼻
中隔黏膜的压应力和第一主应力.
由模拟结果可知,与单一膨胀海绵作为填塞材料相比,用塞固器填塞鼻中隔黏膜受到的压应
力增加,同时第一主应力也增大,但是不会导致鼻腔黏膜的破裂.
鼻用塞固器可以在保证不破坏鼻腔黏膜的情况下适当增加对鼻腔黏膜的压力,有助于术后固
定止血并保持鼻腔通气,减少病人的痛苦. 相似文献