采用Gompertz函数的水稻土压缩特性研究

土壤压实模型是预测压实破坏的常用方法,但土壤压实模型的应用常因输入参数(土壤压缩特性及其与不同土壤物理性质之间的关系)的缺乏而受到限制。为定量地评价土壤水力学性质和土壤结构对土壤压缩特性的影响,该文利用土壤固结仪对25种不同含水率和容重的重塑土样进行单轴压缩试验,并采用Gompertz函数对试验数据进行拟合以获取土样的回弹指数、压缩指数和先期固结压力。试验结果表明,Gompertz函数对水稻土试验数据的拟合效果较优,决定系数为0.991～0.999。水稻土回弹指数为0.003～0.138,与容重呈负相关,与含水率呈正相关。水稻土压缩指数为0.115～0.839,与容重呈负相关,与含水率呈二次多项式关系。水稻土先期固结压力为33～127k Pa,与容重呈正相关,与含水率呈负相关。该研究建立的土壤压缩特性与含水率和容重之间的传递函数,可用于大尺度范围内水稻土压缩特性的预测;同时这些传递函数可作为土壤压实模型的输入参数,用于农业机械作业引起的压实破坏的量化和土壤压实风险的评估。     

有机质与黏粒含量对黑土压缩-回弹特性的影响

为探明有机质和黏粒对黑土压缩-回弹行为的影响,以典型黑土区耕作土壤为研究对象,通过人工添加腐植酸、人工分离-提取-添加黏粒、恒温恒湿培养的方法各配制3个梯度的重塑土。采用室内固结的方法,通过压缩系数、压缩指数及回弹指数的测定与分析,研究了2种含水量条件下黑土压缩与回弹对有机质和黏粒含量变化的响应行为。结果表明:(1)压缩指数均随有机质含量的增加而增大,且在高含水量时二者呈极显著正相关,有机质含量最高时压缩指数为0.246 3,但有机质含量对回弹无显著影响。(2)无论含水量高低,压缩指数均与黏粒含量呈极显著正相关,而回弹指数随着黏粒含量的增加逐渐降低,且在低含水量时二者呈显著负相关。(3)含水量不同,有机质与黏粒对黑土压缩-回弹特性的影响亦不同;黏粒对黑土压缩-回弹行为的影响更为显著。     

集约化生产条件下稻田土壤机械压实预测模型构建与验证

传统的土壤压实风险评估方法是基于土壤的先期固结压力理论,以机械的接地压力与土壤先期固结压力间关系作为判断依据,缺少针对集约化稻作“湿耕烂种”等生产场景中由定量机械压实造成的土壤结构破坏程度的评价方法和依据。为研究适合中国稻作特色,可以定量预测机械压实危害程度的压实容重预测模型,该研究基于土壤的回弹指数和压缩指数推导出土壤压实容重预测模型,以适用于集约化生产条件下稻田土壤机械压实预测。采用调控原状土含水率的单轴压缩试验法分别构建了土壤初始容重、初始含水率与弹性压缩模量、塑性压缩模量和先期固结压力之间的传递函数,然后基于典型机型的田间原位平板下陷试验验证所建模型的可靠性和实用性。结果表明,基于单轴压缩试验法构建的各传递函数拟合决定系数大于0.95。将各传递函数模型所得的弹性压缩模量、塑性压缩模量和先期固结压力输入土壤压实容重模型预测的压实后的土壤容重与实测值的相对误差小于5%。可见,该研究设计的土壤压实预测模型能够准确量化受机械压实情况下土壤容重的变化量,而土壤传递函数法能为构建和应用区域性农业土壤的压实模型提供便利。研究可为集约化生产条件下稻作“湿耕烂种”等生产场景中由定量机械压实造成的...     

铁矿尾砂配施有机物料对褐土压缩及回弹特性的影响

铁矿尾砂作为工业废弃物已经应用于农业生产，可以改善土壤结构；农业机械作业造成的土壤压实、破坏土壤结构是影响作物产量的主要原因之一。论文旨在探讨铁矿尾砂配施有机物料对褐土压缩—回弹特性的影响，将混有铁矿尾砂和有机物料的土壤以18%含水率培养一昼夜，按1.25 g/cm3容重装入土工试验专用环刀，采用快速固结试验方法，进行单轴压缩试验。结果表明，随铁矿尾砂施用量增加，在低应力时，土壤孔隙比减小量（?e）变大；在高应力时，土壤 ?e 变小。预固结压力值（Pc）和压缩指数（Cc）均随铁矿尾砂施用量增加而降低，Pc和Cc变化范围分别为72.91～119.30 kPa、0.445～0.720，二者均与有机质含量呈极显著正相关关系；与砂粒含量呈极显著负相关关系（P<0.01）。回弹指数（Cs）变化范围为0.0109～0.0169，与有机质及砂粒含量均无显著相关关系，有机物料是影响土壤回弹指数的主要因素。较对照相比，20%铁矿尾砂配施有机物料处理使压缩指数降低12.77%，预固结压力值和回弹指数分别提高6.93%和22.14%，降低压实风险。     

秸秆覆盖量对不同容重黑土坡耕地水土流失的影响

[目的] 研究免耕背景下土壤容重和秸秆覆盖对东北黑土坡耕地水土流失的影响,为东北黑土区保护性耕作技术的改良和推广提供理论依据。[方法] 通过模拟传统翻耕和免耕条件下的土壤容重（1.2,1.3 g/cm³）,结合不同秸秆覆盖量（0,328,656,984 g/m²）开展人工降雨试验,对比不同方式下黑土的初始产流时间、产流速率、径流量以及土壤流失量。[结果] ①土壤容重的增加显著缩短了初始产流时间并增加了水土流失量。同一秸秆覆盖量条件下,与容重为1.2 g/cm³时相比,1.3 g/cm³容重时的土壤初始产流时间缩短了13.1%～49.9%,径流量增加了0.4%～90.4%,土壤流失量增加了24.6%～302.8%;②与无秸秆覆盖相比,秸秆覆盖下的土壤初始产流时间延长了1.2～2.9倍,径流量减少了3.1%～38.9%,土壤流失量减少了34.0%～97.9%,且秸秆覆盖的保土效果与秸秆覆盖量呈极显著正相关关系（p<0.01,r=0.862）;秸秆覆盖量为656 g/m²时达到最佳的水土保持效果;③土壤容重的增加会加剧黑土水土流失,但秸秆覆盖显著降低了黑土水土流失,综合对比发现土壤容重为1.3 g/cm³时采取秸秆覆盖,平均减少了10.7%的径流量和74.2%的土壤流失量。[结论] 为有效防治水土流失,建议东北黑土区免耕时应注意结合秸秆覆盖措施,且秸秆覆盖量保持在656 g/m²以上为宜。     

基于最小数据集的吉林省黑土耕层土壤质量评价

黑土作为吉林中部平原粮食主产区主要土壤类型,其质量的优劣直接影响区域生态安全和农业可持续发展。该研究以吉林省典型黑土耕层土壤作为研究对象,采集1 401个土壤样本,测定8项土壤理化指标及玉米产量。采用最小数据集法筛选评价指标,对于黑土耕层土壤进行质量评价,并综合土壤质量指数和产量提出评价指标的适宜范围。结果表明:吉林省黑土耕层土壤质量评价最小数据集由耕层容重、有机质、速效磷、pH构成,由全量数据集(Total Data Set,TDS)、重要数据集(ImportantDataSet,IDS)和最小数据集(MinimumDataSet,MDS)分别计算的土壤质量指数之间存在显著正相关关系,R~2分别为0.716、0.771,表明MDS可以替代TDS对黑土耕层土壤质量进行评价。黑土玉米种植区耕层土壤质量指数分布在0.22～0.75之间,均值为0.53,呈现东部高西部低的趋势。土壤质量指数随产量先增加后降低。黑土耕层保持较高土壤质量及产量的评价指标适宜范围分别为:容重为1.23～1.43 g/cm3,酸碱度(pH值)为4.74～6.96,有机质为33.14～35.81 g/kg,有效磷为122.46～136.06 mg/kg。该研究结果可为吉林省黑土耕层土壤质量诊断、提高黑土肥力及选择适合农田管理措施提供理论及参数支撑。     

机械压实对新疆绿洲农田土壤微生物活性及碳排放的影响

为探究机械压实对绿洲农田土壤微生物活性和碳排放的影响,在参考新疆农田耕作层土壤容重分布特征的基础上,选取1.15（T1.15）、1.30（T1.30）、1.45（T1.45）和1.60 g/cm3（T1.60）4个容重梯度模拟机械压实土壤程度,测定不同处理0～120 d内土壤有机碳、微生物生物量碳、氮、酶活性以及碳排放速率变化特征。结果表明：1）试验周期内（0～120 d）,土壤微生物生物量碳、氮、脲酶和过氧化氢酶活性随试验周期的延长而降低,随土壤容重增加呈先升高后降低趋势,容重为1.45 g/cm3时最高。2）T1.15、T1.30、T1.45和T1.60处理土壤碳累积排放量分别为557.26、653.48、665.00和522.01 g/m2,也表现出随容重增加先升高后降低的趋势,T1.45处理最高。3）土壤碳排放与土壤有机碳、可溶性有机碳、微生物生物量碳、氮、脲酶和过氧化氢酶活性显著正相关（P<0.05）。综上,土壤压实通过改变土壤微生物生物量和酶活性影响土壤碳排放速率;当绿洲农田土壤容重大于1.45 g/cm3时,应进行适当的翻松,使土壤微生物活性达到最佳水平。     

开垦对黑土表层土壤压缩—回弹行为的影响

为探讨开垦对典型黑土表层土壤压缩与回弹行为的影响,以未经开垦天然次生林和开垦年限为17 a、30 a、40 a耕地的表层(0~10 cm)土壤为研究对象,采用快速固结试验方法,研究了土壤压缩与回弹过程中土壤孔隙比(e)、压缩指数(C_c)、压缩系数(a)和回弹指数(C_s)的变化。结果表明:土壤孔隙比(e)、压缩指数(C_c)、压缩系数(a)和回弹指数(C_s)随着开垦年限的增加而降低,C_c、a、C_s变化范围分别为0.252~0.426、0.002 04~0.003 70 k Pa~(-1)、0.041~0.070;未经开垦天然次生林地土壤C_c、C_s显著高于耕地土壤(p0.05);C_c、a、C_s与容重均呈极显著负相关(p0.01),与有机质含量呈极显著正相关(p0.01)。土壤压缩性与回弹能力随着开垦年限的增加逐渐降低,容重、有机质含量对其影响最大。     

冻融影响下黑土耕层剖面速效氮动态变化

为了探明冻融过程对东北典型黑土耕层氮(N)生物有效性的影响,试验利用室内模拟方法,探究了不同冻结温度、土壤容重、含水量、冻融循环次数影响下耕层土壤剖面速效氮(AN)的时空分布规律。结果表明,经冻融循环后,土壤AN含量随土层深度增加呈现波动性下降;冻结温度越低,AN随土层深度增加下降的波动性越大,AN峰值、AN土柱平均值越低;冻结温度-15℃时整个土柱AN平均值比-10℃降低9.3%~44.6%;容重增高,AN含量降低,AN/TN值升高,土壤容重1.1 g/cm³时整个土柱AN平均值比容重1.0 g/cm³降低13.0%~18.6%,容重1.1 g/cm³整个土柱AN/TN平均值比容重1.0 g/cm³显著提升0.6~4.7倍;随着含水量的提高,低容重(1.0 g/cm³)表层(0—8 cm)AN越高,底层(20—30 cm)AN越低,而高容重(1.1 g/cm³)土柱表层(4—8 cm)AN越高,表层(0—4 cm)AN、底层(20—30 cm)AN越低;在各个变量中,pH大小与AN累积趋势呈负相关关系,含水量、TDS、电导率、冻结温度均与AN含量成正相关,是否冻融循环对AN垂直分布影响最大,其次是恒温及冻融循环次数(p<0.05)。研究结果可为黑土区冻融过程土壤N素管理、提升土壤肥力、减少N损失等问题提供理论依据和技术支撑。     

东北主要类型旱田土壤持水特性研究

土壤持水特性是对土壤水分有效性的一种反映,不同土壤持水特性存在差异。为了解东北地区主要旱田耕地土壤的持水特性,本研究通过定点采样方法,在不同地区选择了典型的黑土、草甸土、白浆土、碱土、褐土5类旱田耕地土壤,通过压力膜法得出不同水柱压力下土壤水分实测值,并通过Van Genuchten和Garden模型进行模型拟合,相关性极显著,通过Van Genuchten绘制土壤水分特征曲线,从曲线看出,不同类型土壤持水特性存在差异,0～10 cm土层各土壤水分特征曲线差异大、曲线分散,草甸土、白浆土、碱土含水量在各压力下均处于较高水平,褐土最低,黑土居中; 10～20 cm土层土壤水分特征曲线在低吸力阶段差异仍较大,高吸力阶段差异小,褐土含水量最低,草甸土、白浆土、碱土趋于一致,黑土居中; 20～30 cm土层差异减小,褐土、碱土、黑土趋于一致;通过Garden模型计算土壤比水容量,不同水吸力下,褐土比水容量最高,其次是黑土,草甸土、白浆土和碱土比水容量较低,说明褐土和黑土释水能力强;土壤饱和含水量与土壤容重显著负相关,土壤有效持水库容与土壤大颗粒、土壤0. 02 mm的颗粒呈极显著负相关,与0. 02～2 mm的颗粒含量呈显著正相关;草甸土、碱土、白浆土饱和持水库容高,但有效库容低,与褐土、黑土相反。因此,提高土壤持水能力要根据土壤的物质特性提出对应措施。     

Mechanisms of soil vulnerability to compaction of homogenized and recompacted Ultisols

Soil compaction is a main cause of soil degradation in the world and the information of soil compaction in subtropical China is limited. Three main Ultisols (quaternary red clay, sandstone and granite) in subtropical China were homogenized to pass through 2 mm sieve and recompacted into soil cores at two bulk densities (1.25 and 1.45 g cm⁻³). The soil cores were equilibrated at different matric potential values (−3, −6 and −30 kPa) before subjected to multi-step compaction tests. Objectives of this study were to determine how different initial soil conditions and loading time intervals influence pre-compression stress and to evaluate an easy measure to determine soil vulnerability to compaction. It became evident that the soil strength indicator, pre-compression stress, was affected by soil texture, initial soil bulk density and matric potential. The coarser the soil texture, the lower the bulk density and the higher the matric potential, the lower was the pre-compression stress. The pre-compression stress decreased exponentially with increasing initial soil water content. Soil water content and air permeability decreased after compaction. The amount of water loss was affected not only by soil texture, bulk density and initial water content but also by loading time interval. These results indicate soil pore structure and hydraulic conductivity changed during compactions. The applied stress corresponding to the highest changes of pore water pressure during compaction had a significant linear relationship with the pre-compression stress (R=0.88, P<0.001). The correlation was ascribed to that the changes in pore water pressure describe the dynamics of the interactive effects of soil pore characters and soil water movement during compaction. The results suggested the evaluation of soil vulnerability to compaction have to consider the initial soil condition and an easy method to measure the changes in pore water pressure can be applied to compare soil strength and soil vulnerability to compaction.     

A method for predicting soil susceptibility to the compaction of surface layers as a function of water content and bulk density

Identifying the vulnerability of soils to compaction damage is becoming an increasingly important issue when planning and performing farming operations. Soil compaction models are efficient tools for predicting soil compaction due to agricultural field traffic. Most of these models require knowledge of the stress/strain relationship and of mechanical parameters and their variations as a function of different physical properties. Since soil compaction depends on the soil's water content, bulk density and texture, good understanding of the relations between them is essential to define suitable farming strategies according to climatic changes. In this work we propose a new pedotransfer function for 10 representative French soils collected from cultivated fields, a vineyard and forests. We investigate the relationship between soil mechanical properties, easily measurable soil properties, water content and bulk density. Confined compression tests were performed on remoulded soils of a large range of textures at different initial bulk densities and water contents. The use of remolded samples allowed us to examine a wide range of initial conditions with low measurement variability. Good linear regression was obtained between soil precompression stress, the compression index, initial water content, initial bulk density and soil texture. The higher the clay content, the higher the soil's capacity to bear greater stresses at higher initial water contents without severe compaction. Initial water content plays an important role in clayey and loamy soils. In contrast, for sandy soils, mechanical parameters were less dependent on initial water content but more related to initial bulk density. These pedotransfer functions are expected to hold for the soils of tilled surface layers, but further measurements on intact samples are needed to test their validity.     

灰色关联及非线性规划法构建传递函数估算黑土水力参数

土壤水分特征曲线和饱和导水率是重要的水力参数,为了简便准确获取这些参数,以松嫩平原黑土区南部为研究区域,采集136个采样点土样用于测定不同土层土壤水分特征曲线、饱和导水率以及土壤理化性质,并运用灰色关联分析确定影响土壤水力参数的主要土壤理化性质,采用非线性规划构建土壤分形维数、有机质、干容重、土壤颗粒组成与土壤水分特征曲线、饱和导水率之间的土壤传递函数,并通过与现有土壤传递函数对比分析进行精度验证。结果表明:1)土壤分形维数是估算土壤水分特征曲线模型参数和饱和导水率的主要参数之一,同时,干容重和有机质含量也在不同土层土壤传递函数中起到重要的作用;2)通过验证分析,不同土层各参数平均绝对误差接近于0,均方根误差值也都较小,其中在不同土层土壤传递函数估算的土壤含水率均方根误差分别为0.022、0.017cm~3/cm~3;3)对比分析其他已存的土壤水分特征曲线和饱和导水率的土壤传递函数,该文构建的土壤传递函数均方根误差值均较小,决定系数值都在0.66以上,表明估算精度较高,均好于其他方法估算精度,具有良好的区域适应性。综上,所构建的土壤水分特征曲线和饱和导水率土壤传递函数可以用于松嫩平原黑土区土壤水力参数估算。     

SoilFlex: A model for prediction of soil stresses and soil compaction due to agricultural field traffic including a synthesis of analytical approaches

Soil compaction is one of the most important factors responsible for soil physical degradation. Soil compaction models are important tools for controlling traffic-induced soil compaction in agriculture. A two-dimensional model for calculation of soil stresses and soil compaction due to agricultural field traffic is presented. It is written as a spreadsheet that is easy to use and therefore intended for use not only by experts in soil mechanics, but also by e.g. agricultural advisers. The model allows for a realistic prediction of the contact area and the stress distribution in the contact area from readily available tyre parameters. It is possible to simulate the passage of several machines, including e.g. tractors with dual wheels and trailers with tandem wheels. The model is based on analytical equations for stress propagation in soil. The load is applied incrementally, thus keeping the strains small for each increment. Several stress–strain relationships describing the compressive behaviour of agricultural soils are incorporated. Mechanical properties of soil can be estimated by means of pedo-transfer functions. The model includes two options for calculation of vertical displacement and rut depth, either from volumetric strains only or from both volumetric and shear strains. We show in examples that the model provides satisfactory predictions of stress propagation and changes in bulk density. However, computation results of soil deformation strongly depend on soil mechanical properties that are labour-intensive to measure and difficult to estimate and thus not readily available. Therefore, prediction of deformation might not be easily handled in practice. The model presented is called SoilFlex, because it is a soil compaction model that is flexible in terms of the model inputs, the constitutive equations describing the stress–strain relationships and the model outputs.     

Influence of soil moisture,soil compaction and K fertilization on maize (Zea mays L.) grown on Iwo Soil

A greenhouse study was conducted to evaluate the performance of maize (Zea mays L.) on Iwo Soil in relation to different levels of soil moisture, soil compaction and K fertilization. Reductions in dry matter yields of maize were closely associated with soil moisture stress and compaction. There was significant interaction between soil moisture and bulk density, with highest yields occurring at 17% and 21% soil moisture levels for 1.6 and 1.2 g/cm³ bulk densities, respectively. Moisture stress and compaction resulted in greater reductions in the yield of roots than that of shoot. Yield and K uptake were more adversely affected by compaction compared to soil moisture stress. Addition of K increased yield and plant K content but the 60 ppm and 120 ppm rates were not significantly different in terms of improving crop performance. Implications of the results relative to long-term management of Iwo Soil are discussed.     

小型拖拉机土壤压实的有限元预测

农业土壤的基本特征是松软和经常处于非饱和状态，土壤体积密度与含水率既是主要参数又是影响压实的重要因素，且在不断地变化。为了进行有效田间土壤压实管理，根据具体土壤特性，采用一个二维的模型，用有限元方法进行土壤压实预测。模型考虑了应力路径、初始土壤体积密度和含水率等，将土壤体积密度视为平均主应力和最大自然剪切应变的非线性函数，可预测小型拖拉机在非饱和土壤上通过时引起土壤体积密度的变化及应力分布情况等。在华北轻壤土的试验证明，模型具有良好的拟合效果。     

Compression characteristics of a clay soil as influenced by crops and sampling dates

This study was undertaken to determine the influence of previous crop sequences on soil compression behaviour. Soil compression tests were performed on undisturbed soil samples of a Kamouraska clay which had been cropped continuously for 4 years to barley, corn, alfalfa, or timothy. Samples were taken from the surface soil in the non-trafficked zone, five times during the season. Cropping treatments had small but significant effects on soil compression characteristics. Soils on which crops were grown presented lower bulk density under standard compression (300 kPa) and higher pre-compression pressure values than the soil left unplanted (fallow). These effects were attributed to water content at time of sampling which was lower in the cropped than in the bare soils. Seasonal variations of these two virgin compression parameters were important and were related to soil moisture. Conversely, the soil compression index (slope of the virgin compression line) was not affected by crops or water content and seems to be a characteristic dependent on soil constituents.     

农田土壤压实过程及模型研究进展

农田土壤受到农业机械田间作业的影响发生压实板结,造成土壤孔隙率降低,容重和紧实度增大,限制水分入渗和根系生长,影响作物产量。随着我国农业机械化水平不断提高,土壤压实对农业可持续发展的影响引起了广泛的关注。本文通过文献调研,总结了土壤压实过程的国内外研究进展,对土壤压缩行为、压缩曲线与预固结压力的计算方法进行了梳理,综述了土壤压实机理和压实模型的发展历程和未来动向,可为推进农田土壤压实研究提供参考。     

秸秆添加与土壤基质势对棕壤压缩回弹特性的影响

土壤板结是农田土壤退化问题之一,秸秆还田是提高土壤有机质含量、改良土壤的重要措施。但秸秆还田和土壤基质势对土壤板结的影响尚不明确。试验设0,3,5 g/kg 3个秸秆添加量处理,以及高(1 000 kPa)、中(100 kPa)、和低(10 kPa)3个土壤基质势处理。通过固结试验,测定不同处理的压缩曲线并计算压缩回弹特性指标。结果表明:秸秆添加量、土壤基质势及其二者间的交互作用对压缩曲线最大曲率、预固结压力值、压缩指数和回弹指数的影响都达到显著性水平。预固结压力值、压缩指数和回弹指数均随着秸秆添加量的增加而增大,而最大曲率则随着秸秆增加量的提高而降低。土壤基质势与压缩曲线最大曲率、预固结压力值和压缩指数均呈正相关关系。回弹指数随着土壤基质势的增加呈现先降低后增加的趋势。秸秆添加有助于提高土壤回弹和抗压缩特性。     

A METHOD OF PREDICTING BULK DENSITY CHANGES IN FIELD SOILS RESULTING FROM COMPACTION BY AGRICULTURAL TRAFFIC

A simplified soil mechanical model was constructed to predict compaction beneath agricultural wheels when running on soils of certain characteristics. Soil strength functions were developed from in situ measurements of field soils and some laboratory measurements. Soil strain was measured by surface sinkage and changes of dry bulk density by gamma-ray transmission methods. Soil stresses were measured by deformable spherical transducers and compared to predicted stresses using equations developed by Söhne. A method of analysis was devised to identify a form of the virgin compression line from field data. Changes of the slope and intercept of this line were monitored over a range of moisture contents for two soils and used in the prediction model. The prediction model was tested against compaction measured during independent experiments at different sites. Good prediction was found for soils of initial dry bulk density greater than 1.1 g cm^?3 and cone resistance greater than 500 kPa, using a 30°, 12.9mm diameter cone. On looser and weaker soils the predicted compaction was often less than measured values. Using the model for simulation of compaction beneath a range of wheels revealed that contact pressure alone can be a misleading guide to compaction. Increases of bulk density below 10cm are considerably influenced by wheel load. The most effective way of reducing compaction requires the use of both a minimum load and a maximum contact area.