Influence of fines content on the anti-frost properties of coarse-grained soil     

TianLiang Wang  ZuRun Yue  TieCheng Sun  JinChuang Hua 《寒旱区科学》2015,7(4):407-413

This paper aims to determine the optimal fines content of coarse-grained soil required to simultaneously achieve weaker frost susceptibility and better bearing capacity. We studied the frost susceptibility and strength properties of coarse-grained soil by means of frost heaving tests and static triaxial tests, and the results are as follows:(1) the freezing temperature of coarse-grained soil decreased gradually and then leveled off with incremental increases in the percent content of fines; (2) the fines content proved to be an important factor influencing the frost heave susceptibility and strength properties of coarse-grained soil. With incremental increases in the percent content of fines, the frost heave ratio increased gradually and the cohesion function of fines effectively enhanced the shear strength of coarse-grained soil before freeze-thaw, but the frost susceptibility of fines weakened the shear strength of coarse-grained soil after freeze-thaw; (3) with increasing numbers of freeze-thaw cycles,the shear strength of coarse-grained soil decreased and then stabilized after the ninth freeze-thaw cycle, and therefore the mechanical indexes of the ninth freeze-thaw cycle are recommended for the engineering design values; and (4) considering frost susceptibility and strength properties as a whole, the optimal fines content of 5% is recommended for railway subgrade coarse-grained soil fillings in frozen regions.  相似文献   

Determination of allowable subgrade frost heave with the pavement roughness index in numerical analysis     

HongYan M  Feng Zhang  DeCheng Feng  Bo Lin 《寒旱区科学》2015,7(5):587-593

Frost heave is an upward swelling of soil during cryogenic conditions in cold regions. It is caused by the accumulation of ice crystals in subgrade soil, which grow upwards when freezing temperatures penetrate into the subgrade. This study establishes the allowable soil subgrade frost heave based on the roughness standard of asphalt pavement in China, and aims to balance the pavement design and frost heave resistance of subgrades in cold regions. We formulated a mechanical model of pavement supported by the boundary conditions of differential frost heave, based on the elastic layered system theory. The differential soil subgrade frost heave was modeled as a sinusoidal function, and the allowable frost heave and the roughness index were modeled as the displacement boundaries for the top and bottom of the pavement structure. Then the allowable frost heave was back-calculated according to the roughness standard. Numerical results show that the allowable frost heave depends on the pavement structure, material properties, the highway grade, and other factors. In order to ensure that the actual soil subgrade frost heave is lower than the allowable frost heave, pavement structures and materials need to be selected and designed carefully. The numerical method proposed here can be applied to establish the frost heave resistance of subgrade when the pavement structure and materials are determined.  相似文献   

Frost heaving in ballast railway tracks     

Satoshi Akagaw  Michiaki Hori 《寒旱区科学》2015,7(5):632-636

Frost heaving is a well-known phenomenon in cold regions, which may occur in wet clayey grounds during winter. Railway track upheaval occurring in cold regions during the winter is generally understood as frost heaving in the subgrade layer. However, it has been confirmed that upheaval due to frost heaving sometimes occurs in the ballast layer. This understanding has been observed in active railways in northern Japan. The samples collected from ballast and subgrade layers have been examined for frost heave susceptibilities and confirmed that ballast layers which contain fines may heave.  相似文献   

Variation of Surface Temperature during the Last Millennium in a Simulation with the FGOALS-g1 Climate System Model     

ZHANG Jie  Laurent LI  ZHOU Tianjun  XIN Xiaoge 《大气科学进展》2013,30(3)

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Vegetation changes and their climatic implication for the late Pleistocene at Lake Poukawa, Hawkes Bay, New Zealand     

M. Okuda  J. Shulmeister  J. R. Flenley 《Global and Planetary Change》2002,33(3-4)

A detailed vegetation history extending back to the Last Interglacial (Marine Isotope Substage 5e) is presented for Lake Poukawa, Hawkes Bay, New Zealand. This history is based on palynological analyses of a 198-m core record, age secured by uranium/thorium (U/Th) and optically stimulated luminescence (OSL) dates as well as tephrochronology. Vegetation of the penultimate glacial (Isotope Stage 6) probably consisted of a very sparse shrubby herbland of stunted podocarps (Phyllocladus sp.), daisies, grasses and sedges. Similar floras existed in each of the succeeding cool periods. Four interglacial/interstadial floras are preserved. The peak of the Last Interglacial (Substage 5e) was dominated by extensive lowland forest of tall forest podocarps (Podocarpus/Prumnopitys), most probably matai (Prumnopitys taxifolia) with red beech (Nothofagus fusca), secondary forest trees (Coprosma spp., Myrsine spp.) and tree ferns (Cyathea spp.). In the Poukawa basin itself, a swamp forest of the podocarp (Dacrycarpus dacrydioides) with the true palm (Rhopalostylis sapida) expanded. Substage 5e was significantly warmer and/or moister than the present day. Substage 5c/5a was marked by montane forest of red and silver beeches (N. fusca and N. menziesii), Phyllocladus spp. and secondary trees. A reduced representation of Podocarpus/Prumnopitys possibly consists of montane podocarp (Podocarpus hallii). We infer the temperature of Substage 5c/5a to have been 3.5–5 °C lower than the present day. Although Stage 3 flora are superficially similar to those of Substage 5c/5a, the beeches are relatively less dominant. The regional flora during Stage 1 is very similar to those of Substage 5e, but the density is lower with no swamp forest during the present interglaciation. This may represent a change in evapotranspiration balance around Poukawa, but may also be controlled by hydrological conditions within the basin.  相似文献   

多时间序列求关联维D_2     

吴云  周硕愚  孙建中  施顺英 《大地测量与地球动力学》1995,(1)

在利用Ｇ．Ｐ．法由单一时间序列计算关联维Ｄ_２的基础上，引入矩阵范数，提出了多时间序列数据联合计算关联维Ｄ_２的算法。这一算法是Ｇ．Ｐ．法的推广。验算结果表明这一算法正确、可行，能提高计算结果的可靠性。  相似文献   

用天文方法建立商后期甲骨文年代序列的新途径—解析殷历月法   总被引：8，自引：2，他引：6  

李勇 《天文学报》2001,42(2):215-224

利用对具有月龄特征的历谱规律的研究成果，以推定甲骨文的绝对年代，从而提供了建立商后期甲骨文年代序列的新方法，并给出了13版卜辞的例证，通过分析殷历月的结构，得出殷历中“二癸月”和“四癸月”的月首分别为首甲日和首癸日，初步归纳出殷历月法，月首为初三，月长等于逆望月周期，建立固定，且找到建立丑之例，置闰规律未知，已存在年终，年中置闰两种闰法。  相似文献   

中天山坡地冰缘地貌的若干问题   总被引：1，自引：0，他引：1  

朱诚 《山地学报》1992,(2)

由 1985—1989年野外调查结果和定位重复观测资料可知,本区坡地冰缘地貌的分布特征为:1.各类坡地冰缘形态彼此具有成因联系;2.不同序次的冰缘地貌类型具有各自的时空分异;3.不同的坡地冰缘地貌类型在一定条件下可有所转化。再则,本区风化以寒冻剥裂和寒冻楔入为主,呈现在时空和状态上为不可逆过程的耗散结构。  相似文献   

基于海温和环流特征量的江苏省小麦适播期预测   总被引：1，自引：0，他引：1  

高苹  张佩  谢小萍  胡洛林  项瑛 《气象》2012,38(12):1572-1578

基于江苏省60个气象台站1961-2010年冬小麦冬前生长期间的气温资料,利用曼-肯德尔法（Mann-Kendall method）分析发现,小麦冬前生长期间日均气温及有效积温在全球气候变暖背景下均有明显的增暖趋势。同时根据江苏省各地区冬小麦有记录以来的农业气象资料分析可得,播期与冬前总积温、有效积温具有极显著的相关关系,尤以有效积温更为显著,均通过了0．001显著水平检验,故可利用冬前有效积温确定冬小麦适播期。在此基础上,根据海气相互作用原理以及500hPa大气环流特征量能表征天气形势和控制天气条件的这一特性,利用最优化因子相关技术对海温及环流特征量进行普查,从中挑选一批与冬前有效积温相关显著、稳定性强、因子相互独立、可靠的海温和环流特征量作为长期预报因子,建立冬前有效积温的海温模型和环流模型,其拟合效果和试报效果甚佳,可投入业务应用,提前1-2月预测冬前有效积温,从而确定冬小麦适播期。  相似文献   

乌鲁木齐逐月气温资料均一化检验和订正     

周昊楠  王秋香  华烨 《沙漠与绿洲气象(新疆气象)》2012,6(1):27-30

选用1951-2008年乌鲁木齐市气象站逐月最高、最低及平均气温资料,用标准正态检验（SNHT）方法对逐月气温资料序列进行均一化检验,并选用差值法对因迁站引起的断点资料进行订正,检验结果显示,月气温序列断点所在的年份与年序列中检验出的断点基本相对应,即气温资料均在迁站距离较远的1975年产生了断点;各月的检验结果存在一定的差异,5-9月气温较高的月份资料受迁站的影响较大,而且产生了断点,并通过了0.05的显著性水平。用不同的权重比例对月序列进行订正,并选择累积距平方法对5-9月气温序列订正前后的变化趋势作了比较分析,发现订正前后趋势确有较显著的变化。  相似文献