黏土单层击实试验与制样因子研究   总被引：1，自引：1，他引：0  

汪攀峰  丁启朔 《岩土力学》2010,31(6):1797-1802

使用非标准击实仪进行单层击样,获取非标准击实状态下单层击实样的密度与击实功及含水率之间的关系,并进一步以得到的击实样获得其抗剪强度。发现当击实功小到一定程度时,击实密度随含水率的增大而不断增大,两者近似线性变化,无峰值出现。密度峰值对应的含水率与抗剪强度峰值对应的含水率有一个差值,其值在3.4%～5.7%之间。内摩擦角随含水率增大而减小的规律仅适合于一定的击实功。内摩擦角在较小的击实功下有峰值出现,但随着击实功的增大,内摩擦角的变化呈线性而非曲线形式。另外,针对土工室内模型试验的重塑土样制备问题,结合试验数据,给出了试验最优制样参数,并初步提供了评价指标?。  相似文献   

压实红黏土的持水性能与机制分析     

谈云志  孔令伟  郭爱国  万智  张华 《岩土力学》2011,32(Z1):334-0338

了解压实红黏土的持水性能是预防路基土体开裂和失稳的基础。首先,利用15 bar压力板仪研究了4种干密度压实试样脱湿路径下的土体持水特征曲线。发现持水曲线随着干密度减小,曲线中间部分呈现水平台阶状,且干密度越小水平台阶的长度越长。然后,结合相同干密度试样的孔隙分布特征曲线,从微观结构的角度分析了压实土体不同持水性能的原因。最后,通过数据拟合的方法建立了不同压实度土体的持水特征曲线方程  相似文献   

强夯激励下黄土边坡动力响应模型试验研究     

龚成明  程谦恭  刘争平 《岩土力学》2011,32(7):2001-2006

设计并完成了1:20比尺的黄土边坡大型动力模型试验,探讨了模型试验中的相似律、边界条件处理等问题;研究了强夯激励下黄土边坡的动力特性变化规律与动力响应规律,以及边坡坡率对动力特性和动力响应的影响。试验结果表明,边坡坡率越大,动力响应幅值越大;强夯激励下黄土边坡的动力响应幅值均随冲击荷载作用而产生并迅速衰减;振动周期在1 s之内,主频率在25～45 Hz之间,不会出现振动叠加现象。强夯激励下黄土边坡对径向加速度的放大效应更显著,下部边坡以竖向振动为主,上部边坡以径向振动为主。黄土边坡的边缘部位对强夯冲击振动的反应幅值较之内部存在放大现象。沿坡高方向,边坡对输入加速度具有明显的放大作用,坡顶处的放大效应最为显著。试验结果有助于揭示黄土边坡在强夯激励下的动力响应规律,为黄土地区的工程设计和施工提供有益的参考  相似文献   

挤密条件下U型地埋管换热器换热效率的理论分析及数值模拟     

陈宝义  岳韬  曹品鲁  王如生  王茂森  博坤  龙翔  鲁思宇 《吉林大学学报(地球科学版)》2016,46(6):1808-1814

土层的导热系数是影响地源热泵地埋管换热器换热效率的重要因素之一,与土样的密度密切相关。为了提高地源热泵换热器换热效率,本文基于柱热源理论,建立了挤密钻进条件下换热器的传热理论模型,对换热器的换热效率进行了计算,并利用Ansys有限元软件对土层挤密条件下换热器的换热效果进行了数值分析。结果表明,与传统方法相比,土层挤密可有效降低钻孔周围的热阻,U型管换热器的换热效率可提高17%~20%。  相似文献   

Disruption rates for one vulnerable soil in Organ Pipe Cactus National Monument,Arizona, USA     

《Journal of Arid Environments》2013

Rates of soil disruption from hikers and vehicle traffic are poorly known, particularly for arid landscapes. We conducted an experiment in Organ Pipe Cactus National Monument (ORPI) in western Arizona, USA, on an air-dry very fine sandy loam that is considered to be vulnerable to disruption. We created variable-pass tracks using hikers, an all-terrain vehicle (ATV), and a four-wheel drive vehicle (4WD) and measured changes in cross-track topography, penetration depth, and bulk density. Hikers (one pass = 5 hikers) increased bulk density and altered penetration depth but caused minimal surface disruption up to 100 passes; a minimum of 10 passes were required to overcome surface strength of this dry soil. Both ATV and 4WD traffic significantly disrupted the soil with one pass, creating deep ruts with increasing passes that rendered the 4WD trail impassable after 20 passes. Despite considerable soil loosening (dilation), bulk density increased in the vehicle trails, and lateral displacement created berms of loosened soil. This soil type, when dry, can sustain up to 10 passes of hikers but only one vehicle pass before significant soil disruption occurs; greater disruption is expected when soils are wet. Bulk density increased logarithmically with applied pressure from hikers, ATV, and 4WD.  相似文献   

Frost heave control of fine round gravel fillings in deep seasonal frozen regions     

ZuRun Yue  TianLiang Wang  Chao M  TieCheng Sun 《寒旱区科学》2013,5(4):0425-0432

Fine round gravel soil is widely employed in the subgrade of high speed railways in cold regions to prevent frost heaving and thawing. The lower the fines content in fine round gravel soil, the smaller the quantities of frost heaving and thawing, but compaction difficulty increases. This study is to obtain the optimum fines content and limited frost heaving and thawing. The fine round gravel soil filling (FRGSF) used in the Harbin-Qiqihaer Passenger Dedicated Line is taken as the study object. Influence of fines content on optimum water content, maximum dry density and frost heaving properties of FRGSF were studied by means of compaction and frost heaving tests. Results show that the maximum dry density of the FRGSF increases first and then decreases with an increase of fines content, namely there is an optimum fines content for easy compaction. The method of surface-vibratory instrument is fit for coarse-grained soils, and wet state of coarse-grained soil is in favor of compaction. Considering the relationship of fines content with maximum dry density and the frost heaving ratio of FRGSF, the fines content should be limited to within the range of 9%-10%, so that the frost heaving ratio is less than 1%, and the FRGSF is easily compacted. Water supply is proved to be an important factor influencing the amount of frost heaving of FRGSF. We also conclude that in the field, it is imperative to control waterproofing and drainage measures.  相似文献   

A parcel formulation of Hamiltonian layer models     

O. Bokhove  M. Oliver 《地球物理与天体物理流体动力学》2013,107(6):423-442

Starting from the three-dimensional hydrostatic primitive equations, we derive Hamiltonian N-layer models with isentropic tropospheric and isentropic or isothermal stratospheric layers. Our construction employs a new parcel Hamiltonian formulation which describes the fluid as a continuum of Hamiltonian ordinary differential equations bound together by integral transport laws. In particular, we show that this parcel Hamiltonian structure is compatible with the stacking of layers under isentropic or isothermal constraints. The appeal of the parcel formulation is the simplification of various calculations, in particular the derivation of the continuum Poisson bracket and the proof of the Jacobi identity. A comparison and connection is made between the Hamiltonian dynamics of fluid parcels and the Hamiltonian system of partial differential equations. The parcel formulation can be seen as a precursor and tool for the study of Hamiltonian numerical schemes.  相似文献   

Soil moisture dynamics in coastal savanna soils in the tropics under different soil management practices     

《水文科学杂志》2013,58(6):1194-1202

Abstract

Soil moisture is important for crop cultivation and its adequacy to meet crop-water requirements is determined by the degree of soil management practised and the quantity of water applied to the soil. This study investigates soil moisture dynamics on three plots: Bare (clean, weeds removed), Weedy (kept weedy), and Mulched (cleared of weeds and fully covered with grass mulch) during rainy and dry periods at the Teaching and Research Farm at the University of Cape Coast, in the coastal savanna zone of Ghana. Soil moisture dynamics under different levels of soil compaction were also studied. A Massey Ferguson tractor (MF265) was used to compact the soil at various levels by making 0, 1, 5, 9 and 13 passes. During both the rainy and the dry periods, moisture retention in the soil under bare, weedy and mulched plots increased with depth. During the rainy period, the mean soil moisture retention was in the order: Mulched > Weedy > Bare at both 0–20 cm and 20–40 cm depths. Within a 7–day period, soil moisture measurements from a day after heavy rainfall (intensity > 7 mm h^?1) gave mean moisture losses of 2.7, 4.1 and 3.9% for the Bare, Weedy and Mulched plots, respectively. During the dry period, however, the mean soil moisture retention was of the order: Mulched > Bare > Weedy at both 0–20 cm and 20–40 cm depths. Mean moisture loss during a 7–day dry period was 4.5, 2.9 and 3.4% for the Bare, Weedy and Mulched plots, respectively. Under different levels of soil compaction, the mean moisture retention in the soil increased from 8.3% at 0 pass to 17.8% at 13 passes within the 0–20 cm depth, whilst it decreased from 13.3 to 5.9% from 0 to 13 passes, respectively, within the 20–40 cm depth. It was realized that at less than two passes, the mean soil moisture retention within the 0–20 cm depth was less than the mean moisture retention within the 20–40 cm depth, but the converse happened for more than two passes. The study showed that mulching the soil surface helped to retain enough soil moisture during both the rainy and the dry seasons. Also, soil with high sand content required some sort of soil compaction in order to retain enough moisture at the crop rooting zone.  相似文献   

强夯法处理某变电站红砂岩填土地基的试验研究          下载免费PDF全文

黄兴怀  方玉友  吴志海 《探矿工程》2012,39(3):47-50

通过对某变电站红砂岩填土地基的强夯试验研究,验证了强夯设计参数,为基础设计提供了依据,并对红砂岩地区采用强夯地基处理技术进行了探讨,供类似工程的设计、施工及检测借鉴参考。  相似文献   

预压层叠式钻齿型孕镶金刚石钻头的研制          下载免费PDF全文

刘全心  刘青  南建平  柯文斌 《探矿工程》2012,39(Z1):94-96

分析了高品质钻头的应用需求,指明了高品质钻头的研究方向。设计了一种层叠式结构钻齿,采用预冷压工艺进行压制后,再经过装模热压烧结的新型孕镶金刚石钻头。给出了此类钻头的原材料选择和制作工艺参数,分析了钻探试验结果。结果表明：预压层叠式钻齿型孕镶金刚石钻头,有利于改善钻进条件,提高钻进效率,有效地实现钻头制造过程中节能降耗,是一种广谱性应用前景的孕镶金刚石钻头新型式。  相似文献