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1.
时域反射仪在监测青藏高原活动层水分变化过程中的应用 总被引：27，自引：13，他引：14
时域反射仪（ＴＤＲ）是一种利用电磁脉冲方法,根据电磁波在土层中的传播速度测试不同土层 的介电常数,接介电常数值可获不同土类在冻融状态下的未冻水含量和总体积含水量．ＴＤＲ仪可在 野外环境下无破损地测得融土和冻土的液态水含量,尤其是能测出不同负温下冻土中未冻水的变 化．该仪器最适用于测量均质细颗粒土的体积含水量,经与烘干称重法对比,ＴＤＲ仪应用在青藏高 原上不同融土类所测含水量值的误差范围：粉土和细砂为±２．５％,粘土和亚粘土为±３．０％,砂砾石 土和碎石土为±５％．经过反复的野外实践证明,用 ＴＤＲ仪测上层含水量具有简便、快速及稳定等 优点,是值得推广的方法．根据青藏公路沿线８个场地埋置的ＴＤＲ仪和地温仪所获的一个年周期的 水、热资料（１９９７．８～１９９８．７）,分析了高原活动层在冻融过程中温度场和水分场的耦合所导致的水分迁移及水分场重分布的规律 相似文献
2.
在扫描电镜法（SEM）图像二值化基础上,建立了以颗粒体面积为变量的面积累计曲线表示方法,进而建立了该曲线的曲率系数和颗粒体面积分布特点的不均匀系数。基于瓜州砂质粉土和天津黏土的SEM图像,分析了不同面积比对应的颗粒体特征。研究表明,砂质粉土和黏土的颗粒体面积累计曲线、曲率系数和不均匀系数具有明显的差异性。砂质粉土的颗粒体面积累计曲线是一条平滑的曲线,表现为不良级配土的粒径分布特点;而黏土的颗粒体面积累计曲线具有明显的台阶,表现为某粒组缺失的粒径分布特点。另外,砂质粉土的颗粒体面积累计曲线曲率系数和不均匀系数均明显大于黏土的对应系数。该分析方法可以用来量化不同土的SEM照片之间的差异,从而为岩土微结构的定量化研究提供了一条新的思路。 相似文献
3.
A. M. A. Ismail 《GeoJournal》1991,23(3):233-237
This study is mainly about the relationship of the moisture holding and release capacity of soils with their texture, particularly the clay fraction. Soil samples collected from various sites in the Sudan Gezira were analysed for physical and chemical properties and moisture characteristics. Generally the soils were clayey except the recent alluvium which was loamy. The pH was alkaline and the electric conductivity < 1.0 dS m–1. The studied soils were calcareous and very poor in organic matter, their intermediate to high water holding capacity being due mainly to the presence of large quantities of clay. Matric potentials of –0.4 to –1.5 MPa reduced soil moisture for all types of soils but the effects were not necessarily quantitatively equal. Permanent wilting point — moisture content at – 1.5 MPa — varied widely (10.5 – 22.0%) amongst the different soils and this was mainly attributed to texture and mineralogy of the soil clays. Bulk density decreased with increase in clay content. Calcium carbonate content was found to have no apparent relationship with the moisture content of these soils. The amount of silt fraction seems to have an overriding effect on the relationship between soil moisture availability in the recent alluvium soil and its subsequent release to growing plants. The results are discussed in relation to the phenomenon of mid-day stress observed in all grown crops of the Sudan Gezira. 相似文献
4.
针对淮北平原地区浅表层沉积土典型地质单元,选取代表性试验区域,开展了螺旋板载荷、平板载荷和静力触探等原位测试,分析了含钙质结核黏土、新近沉积粉土、粉砂3种地基的承载力特性,重点探讨了不同类型土体的螺旋板载荷试验p-s曲线特征、承载力特征值确定方法和值域范围,并与静探和平板载荷试验数据进行对比,分析其相关关系和变化规律。研究结果表明:一般性黏土、粉质黏土和粉土的承载力较低,钙质结核黏性土和粉砂的承载力相对较高,值域范围较宽,密实程度是决定粉土、粉砂承载力大小的主要因素。螺旋板载荷试验能较好的反映多元互层地基土体力学性质的变化特征,采用等应变控制法可达到快速、分层检测的目的,并通过等应力控制法对比试验验证了其可靠性。最后通过与平板载荷试验结果进行线性拟合,给出了螺旋板载荷试验确定淮北平原浅表层地基承载力的经验公式。 相似文献
5.
A. M. Mahdy E. A. Elkhatib N. O. Fathi 《International Journal of Environmental Science and Technology》2007,4(4):489-496
Drinking water treatment residuals (alum) are waste products of water purification that have potential for environmental remediation as a soil amendment and a potential plant growth medium. In this study, the influence of added Drinking water treatment residuals on the extractability and availability of phosphorus to plants; determination of the agronomic rate of alum to different agricultural soils and evaluation of the alum as ameliorating material for soil conditions and plant growth were investigated. In all studied soils, increasing drinking water treatment residuals rate up to 30 g/kg significantly increased dry matter yield. Application of 10, 20 and 30 g/kg alum significantly increased plant P concentrations in the plant materials (shoots and roots) taken from clay, sandy and calcareous soils. Further increase in alum application rate has resulted in negative significant impact on plants P concentration, especially in clay and calcareous soils, but in sandy soils the increase in phosphorusconcentration extended to 40 g/kg alum rate. Application of alum at rates up to 30 g/kg significantly increased available phosphorus concentrations of the three studied soils. However, application of alum at a rate of 40 g/kg to clay and calcareous soils significantly decreased available phosphorus concentrations. Combined analyses of all soils and alum rates studied clearly indicated significant relationship between available phosphorus concentration and phosphorus uptake (r = 0.87, P < 0.001). Based on our experiment results, the rate of 30 g/kg is considered the best application rate of alum because of its positive effects on plant dry matter. Our study clearly demonstrates that alum has potential as a soil amendment to increase plant growth; however, more research is needed to determine beneficial and / or detrimental aspects of this practice under field conditions. 相似文献
6.
基于工程包边法的膨胀土抗剪强度干湿循环效应试验研究 总被引：4，自引：0，他引：4
根据包边法施工中填芯重塑膨胀土和包边石灰改性膨胀土的实际工程状态,设计了反映其运营状态的干湿循环过程,对6次干湿循环前、后膨胀土的强度特性进行了较为系统地试验研究。结果表明,在压实度为90%~96%时,干湿循环前重塑膨胀土和石灰改性膨胀土慢剪强度及强度参数均随干密度单调增加,而干湿循环后其黏聚力c随干密度单调增加,干密度对内摩擦角φ的影响则明显变小;重塑膨胀土和石灰改性膨胀土干湿循环后的残余强度受干密度制约性不大,但干湿循环前、后重塑膨胀土和石灰改性膨胀土的残余强度参数存在差异,且干湿循环幅度对膨胀土强度参数也有一定的影响;在分析干湿循环前、后反复剪切试验结果及膨胀土边坡长期破坏机制的基础上,认为对于膨胀土路堤,在进行强度参数选取时宜适当考虑干湿循环及其幅度对于残余强度参数的影响;利用石灰改性膨胀土包边处理填筑膨胀土路基较为适宜。 相似文献
7.
采用连续形态分析方法研究了重庆市城乡交错区土壤中Cd的形态分布及其与莴笋吸收Cd量的关系.结果表明,研究区土壤和莴笋中Cd污染严重,土壤各形态Cd总体分布特征为:残渣态Cd＞有机质结合态Cd＞离子交换态Cd＞碳酸盐结合态Cd＞铁锰氧化物结合态Cd＞水溶态Cd,其中活性较强的交换态Cd(包括水溶态Cd和离子交换态Cd)比重较大.Cd在土壤中的分布与土壤中的物理性粘粒及粉粒含量密切相关.而在土壤各形态Cd中,离子交换态Cd具有较高的生物有效性.研究区土壤和蔬菜中Cd污染已经较严重,建议加强城乡交错区的环境综合管理. 相似文献
8.
中国农业土壤有机碳的变化一直是国内外农业与全球气候变化研究中十分注意的问题。一些研究提示20世纪末以来我国水稻土尤其是太湖地区水稻土的有机碳储存出现了增长趋势。文章选择了2002年对江苏省宜兴市市域范围水稻土的61个土壤监测点进行系统采样和土壤分析,并与该市分别于1983年和1994年进行的土壤肥力调查结果相对比,从县市区域尺度分析、评价了近20年来太湖地区水稻土表土有机碳储存的变化。尽管20世纪80年代初以前土壤有机碳含量变化以下降为主,但20年来该市域内水稻土有机碳总体上呈上升趋势。统计表明,4个主要土属的表土有机碳密度的增幅以下序递增:湖白土(-2.80tChm2)<白土(10.36tChm2)<乌泥土(13.65tChm2)<黄泥土(14.97tChm2),因而全市74.2×103hm2水稻土表土的总有机碳库从1983年的1.37Tg增加到2002年的2.20Tg。该市水稻土的平均固碳速率达到0.5～0.8tChm2a,这种快速固碳作用与20世纪80年代以来土壤中氮素的富集、秸秆还田的推广和90年代以来该地区不断扩大的冬季休闲有关。目前该市水稻土的固碳潜力仍很大,太湖地区的高产高投入农业不能排除在碳固定上的积极意义。然而,这种快速固碳作用的土壤过程和机理值 相似文献
9.
Muawia A. Dafalla 《Geotechnical and Geological Engineering》2012,30(6):1311-1321
The swelling of clay when it is subjected to moisture increase is a complicated process found to be influenced by several factors. The clay??s level of response is highly dependent on its mineralogical composition and structure. Practicing geotechnical engineers use the placement state and general index properties to forecast the swelling behavior of the soils. The purpose of this study was to investigate the influence of placement conditions on various clays and to demonstrate that the swelling of a particular clay type should not be predicted using information and trends obtained for other clays with different origins. Clay from Saudi Arabia was used to investigate the influence of initial moisture content and initial dry density on swelling. The prediction models created by other researchers were compared to the measured values in this study. The swelling behavior of both initially dry and wet prepared bentonite was examined, and the rate at which swelling developed in the bentonite clay was studied. The role of clay content in the volume change of sand?Cbentonite mixtures was also investigated. It was concluded that the prediction of clay-swelling parameters should not be based on the properties of other clays with different origins and mineralogical compositions. The trends published in the literature should be taken as a general guide only, and the influence of moisture content and dry density on swelling should be verified for individual sites. Because clay content significantly influences the overall volume change, it should be carefully assessed in each case. 相似文献
10.
Measured versus estimated total porosity along structure-stability gradients of coarse-textured tropical soils with low-activity clay 总被引：1，自引：0，他引：1
Soil total porosity is, rather than measured by water desorption method, more often estimated from bulk density (BD) and assumed particle density. Measured and estimated total porosities of even kaolinitic tropical soils (which have low tendency to expand upon wetting) usually differ by an extent that depends on soil structural stability, but such differences are scarcely documented. Seventy samples of coarse-textured soils under different fallow- and cultivation-management systems in the southeastern region of Nigeria were analyzed for texture, mean-weight diameter (MWD) of aggregates, BD and organic matter (OM) concentration. Soil total porosities measured by water desorption method were compared with those estimated from BDs (with particle density fixed at 2.70 g cm?3), after grouping the soils by structural stability, assessed by OM/(silt + clay) for 50 of the samples from fallowed plots (BD > 1.48 g cm?3) and MWD for the rest from cultivated plots (BD < 1.48 g cm?3). The fallowed plots showed a wider stability range than the cultivated plots. Irrespective of land use, structural stability tended to increase with decreasing soil BD. Measured total porosities were consistently higher than their estimated counterparts, with the differences closing up with increasing soil structural stability up till a mean BD of 1.41 ± 0.05 g cm?3 (corresponding to MWD of 2.66 ± 0.12 mm), beyond which the trend reversed. These results suggest that, as the soil structural stability increases, soil particle density decreases while entrapped air and transitory drainage of saturated samples at weighing increase. Estimating total porosity with a fixed particle density of 2.70 g cm?3 appears suitable only in highly stable soils, with BD of ≤1.40 ± 0.08 g cm?3 and/or MWD of ≥2.92 ± 0.05 mm [corresponding to OM/(silt + clay) of ≥16.38 ± 0.28 %]. 相似文献
11.
12.
The theory of hypoplasticity was developed initially for non-cohesive soils. However, sand and clay have many common properties;
therefore arose the idea to extend the hypoplastic model to clay. The proposed model is able to describe the behaviour of
cohesive soils with the incorporation of an appropriate structure tensor into the constitutive equation. This tensor is a
stress-like internal parameter, also called back stress. This enables us to describe the behaviour of cohesive soils with
the same material parameters for several states of consolidation and also to model barotropy and pycnotropy of sand. Numerical
simulations of element tests are performed in order to check the performance of this hypoplastic model. Experimental data
obtained with normally and overconsolidated clay and sand specimens with various densities are taken for comparison, and it
is shown that the model is capable of describing the material behaviour of clay and sand. The determination of the material
constants, the calibration method, is also presented in this paper. 相似文献
13.
Hossam. M. Abuel-Naga Dennes. T. Bergado Abdelmalek Bouazza Michael. J. Pender 《Engineering Geology》2009,105(3-4):211-219
This paper presents the results of a study on the thermal conductivity of a soft saturated clay (Bangkok clay) carried out in relation to an investigation into using thermal treatment to enhance the consolidation process of soft soils. The thermal conductivity of clay specimens was measured in the laboratory using a steady state method (divided bar test) and a transient state method (needle probe test). In general, the laboratory test results show that the thermal conductivity increased with the increase in soil density. However, the needle probe test was found to yield greater thermal conductivities than those derived from the divided bar test. Furthermore, to assess the validity of the laboratory test results, the heat transfer results obtained from a full-scale embankment test that employed prefabricated vertical thermo-drains (PVTD) were simulated numerically using the laboratory determined thermal conductivity values. The numerical analysis indicates that the field thermal conductivity was close to the value obtained from the needle probe test. However, it was also found that the changes in thermal conductivity values obtained from the two laboratory methods did not impact significantly on heat flow behaviour, suggesting that the two methods are acceptable for characterizing the thermal conductivity of soils. 相似文献
14.
Results of a systematic testing program showed that the cyclic behavior of silt–clay mixtures is greatly influenced by the dominant clay minerals in the mixture. In particular, it was demonstrated that given the same amount of clay/clay mineral and/or same value of plasticity index, the montmorillonitic soils have the highest cyclic strength, followed by the illitic soils, and then by the kaolinitic soils. Moreover, the rate of increase in cyclic strength with increasing % clay mineral and PI is again the highest in the montmorillonitic soil, lowest in the kaolinitic soil and intermediate in the illitic soil. Therefore, without considering clay mineralogy, the % clay fraction, % clay mineral and plasticity index are unreliable indicators of the liquefaction susceptibility of fine-grained soils. The differing adhesive bond strength each clay mineral develops with the silt particles is deemed to largely explain the observed differences in the response of the three different soil mixtures to cyclic loading. 相似文献
15.
南京地铁稳定性优势面理论分析 总被引：4，自引：0，他引：4
以南京地铁为例,运用优势面理论分析方法,对控制城市浅埋隧道稳定性的优势断裂进行了分析。并对土体中具有规模效应的构筑物的稳定性分析发展了一套工程地质层组划分和优势层判定的分析方法。通过对南京地铁场区优势断裂和优势层的分析。确定南京－湖熟断裂和定淮门－彭楼断裂为控制场址区工程地基稳定性的场区优势断裂,并控制着鼓楼岗和小红山地铁隧道的稳定性;地铁隧道在土层中最佳持力层为O3的硬粘土层Ⅲ1,其次为Q3的软粘土层Ⅲ2。敏感层为Q3的软粘土层Ⅱ2和饱和松砂层Ⅱ4,在保证工程的稳定性和经济的可行性情况下,地铁隧道的底部标高以－5－－15m为宜。 相似文献
16.
Paul F. Hudak 《GeoJournal》1998,45(3):159-164
Damaged house foundations in Denton, Texas were evaluated within the context of local geology. Addresses of 78 damaged structures
were compiled from local foundation repair companies. The Cretaceous-age Grayson and Woodbine formations outcrop in the study
area. Marl and montmorillonitic clay are predominant constituents of the Grayson formation. The Woodbine formation consists
of sand and sandstone interbedded with clay. Textural and compositional differences in these parent materials have lead to
significantly higher plasticity indices for Grayson residual soils. The distribution of damaged foundations was superimposed
on a geologic map to determine the number and spatial density of damages in each formation. A 324 percent higher damage density
was calculated for the Grayson formation. Results of this study suggest that (1) expansive soils pose a significant hazard
to foundations in Denton, and (2) the magnitude of this hazard is controlled in part by underlying rock formations.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
17.
黏土颗粒含量对蒋家沟泥石流启动影响分析 总被引：4，自引：0，他引：4
黏土颗粒在泥石流中的含量并不大,但却显著地影响着泥石流的启动。在室内通过筛分配成9种不同黏粒含量级配的土体,在自行设计的模型槽内以1.64 g/cm3（松散干密度）,1.79、1.94 g/cm3（天然干密度）3种干密度堆成边坡模型,在雨强为85 mm/h下进行人工降雨试验,初步探讨了黏土颗粒含量对泥石流启动的影响,得到：黏粒含量在5%～18%时可以形成泥石流,其中黏粒含量10%时所需时间最短,低于5%或大于18%难以形成泥石流,黏粒含量具有临界性;填筑干密度越大,泥石流启动越困难,表现在启动时间长、深度浅、规模小、且填筑干密度不改变黏粒含量临界性;降雨条件下土体入渗率越高,泥石流越容易启动产流。通过试验的研究,可以深入揭示泥石流形成的内在机制,黏粒含量临界性为泥石流预测、预报提供了新思路。 相似文献
18.
为分析寒区渠基黏土热参数的随机分布特征及概率分布模型,以寒区渠基黏土的导热系数为样本,结合经典分布拟合法、多项式逼近法、最大熵法和正态信息扩散法,分别对寒区渠基黏土热参数的概率分布规律进行了研究。首先通过分析热参数的离散性,并比较概率分布曲线、拟合检验值和累计概率分布值,对不同方法描述热参数随机性的优劣进行了评价;然后,基于寒区渠基黏土热学参数对温度的敏感性,提出了一个可以达到理想拟合精度的寒区渠基黏土热参数概率推断的区间取值标准。研究结果表明：寒区渠基黏土的热参数具有随机变量的特征;正态信息扩散法可以描述热参数样本的随机波动性;在4种方法中,正态信息扩散法的拟合精度最高。使用3.5σ法,将[μ-3.5σ,μ+3.5σ]（μ为随机变量的均值,σ为标准差）作为概率函数推断时的取值区间,同时考虑偏度的影响,可使得累计概率值达到1.000 0的精度,能够较准确地推断热参数的概率分布函数。 相似文献
19.
T. Mosekiemang O. Dikinya 《International Journal of Environmental Science and Technology》2012,9(1):129-134
This paper presents an evaluation of different chelating agents for their effectiveness in removing Cu, Co and Zn in three distinctly different types of sludge-amended soils. Soil types (Luvisol, Arenosol and Vertisol) were each mixed with an anaerobically digested sludge at a 1:1 ratio followed by leaching with three types of chelating agents, namely: ethylenediamine tetra acetic acid, nitrilotriacetic acid and acetic acid. Aqua regia method was used to quantify pseudo total metal before and after treatment. Generally, chelating agents can be out competed by soil colloids in attracting cations. The efficiency of chelating agents was found to follow this order ethylenediamine tetra acetic acid?<?nitrilotriacetic?=?acetic acid in all the three metals, with ethylenediamine tetra acetic acid being the most effective chelating agent. More heavy metals were removed in Luvisol and Arenosol than in Vertisol implying that soils rich in clay fraction retain more cations than soils with minimal clay fraction. Similarly, copper responded positively to chelation than zinc and cobalt in Luvisols and Arenosols, although the results were not conclusive for Vertisols. 相似文献
20.
Gyo-Cheol Jeong Kyeong-Su Kim Chang-Oh Choo Jong-Tae Kim Man-Il Kim 《Natural Hazards》2011,59(1):347-365
Landslides induced by debris flow have been discussed in relation to the geotechnical properties of soil developed on bedrock,
together with an emphasis on the importance of mineralogy comprising precursor soils. Three areas composed of different types
of geology were compared to relate landslide with soil compositions: Precambrian gneiss (Jangheung area), Jurassic granite
(Sangju area), and Tertiary sedimentary rocks composed of shale and mudstone (Pohang area) in Korea. X-ray diffraction for
mineral identification and quantitative analysis, Scanning Electron Microscope for observation of microtexture, and laser
size analysis for very fine particles ranging from micrometer were performed, with conventional measurements of particle size,
porosity, density, permeability, and consistency for the soils. Soils at landslide sites containing a large amount of finer
particles have higher uniformity and gradation coefficients, but lower consistency than those at non-landslide sites. Landslide
areas are characterized by higher porosity and lower density. Soil from the gneiss area shows a high plasticity index while
that of mudstone has high water content. Main clay minerals contained in soils of the sites where landslides took place are
illite, chlorite, kaolinite, and montmorillonite. Mineralogical information on the constituents and microtexture of soils
aids in better understanding the causes and patterns of landslide, together with mechanical properties of soils. 相似文献