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1.
Rainer Horn Clarence Johnson Harald Semmel Robert Schafer Matthias Lebert 《植物养料与土壤学杂志》1992,155(4):269-274
Stress measurements in undisturbed unsaturated soils with a Stress State Transducer (SST) - theory and first results A method to quantify the spatial stress distribution will be introduced and first results will be discussed. This method allows the detailed analysis of principal and shear stresses as well as the determination of the direction angle of principal stresses and the octahedral shear stress angle. The described Stress State Transducer (SST) is composed of six single strain gage sensors that enable the accurate and reproducable recording of stresses in six directions in a wide load range. Their data form the base for calculation of spatial stress distribution. Some first results show that in a luvisol derived from loess wheeling at a wheel load of 4.0 Mg induces high shear stresses in a depth of 30 cm. This probably causes plastic soil deformation. 相似文献
2.
The discussion about the effect of repeated short time wheeling on long-term changes in soil structure and pore functioning reveals a great uncertainty. On the one hand it is told that soil structure elements are rigid and do not undergo intense changes in pore functions as a consequence of the short loading interval during each single wheeling. On the other hand, the complete deterioration of the structure elements and pore functions is assumed to occur, which also results in changes of the shrinkage pattern, soil strength including even strength regain. Consequently, the effect of wheeling on soil deformation and stress/strain distribution was investigated in a soil bin which contained Hiwassee clay at the NSDL, Auburn. If the soil is very strong due to aggregation, plow pan formation or dryness, soil stress applied by repeated wheeling results in an increased primarily vertical soil particle displacement in the Hiwassee clay soil while during repeated wheeling (up to 10×) a more pronounced displacement linked with a more intense movement of particles can be proofed. With increasing number of wheeling events, new platy or again coherent structure elements are formed, which create a very different pore system. The more intense is soil wheeling, the smaller is the saturated hydraulic conductivity and the higher is the unsaturated one at a given pore water pressure value. Such changes are the more pronounced the more completed is the rearrangement of the still existing aggregates into new units like plates. Due to shear because of the three-dimensional soil displacement even under dry conditions such aggregates can be redisturbed and a coherent but very compacted soil horizon can be formed. Under those conditions the values of bulk density are even higher than the Proctor density. 相似文献
3.
Any soil deformation induced by agricultural machinery is transmitted three‐dimensionally and the “kneading effect” of tractor wheeling further rearranges soil particles and aggregates anisotropically. In this work, we investigated how heterogeneous soil structure remained 10 y after a complete wheeling of fields in 1995 with a single pass of 2 × 2.5 Mg and of 6 × 5 Mg on a silty loam Luvisol derived from loess. Control plots received no tractor wheeling. We also analyzed how soil physical properties responded to the tractor wheeling under two management systems: continuous conservation tillage (chisel plow = CS) with mulch cover and conventional tillage (plowing to 25 cm depth annually = CT). We compared three sampling dates: done before wheeling in 1995, after wheeling in 1995, and in 2004. Results showed that applying tractor wheeling in 1995 not only reduced total soil‐pore volume but also increased soil strength as expressed by precompression stress. The reduction of total pore volume at 30 cm depth was more pronounced in CS than in CT. After 10 y of continuous use of the two tillage systems, the precompression stress of the wheeled soils was greater in the vertical direction than in the horizontal direction. This anisotropy of soil strength and its load dependency were also more pronounced in CS than in CT. The effect of wheeling on the fluxes of gas and water was covered up by the effects of biochannels, causing a prevailing vertical passage. From this study, we conclude that heavy, agricultural machinery causes soil degradation, which is more evident in CS than in CT. 相似文献
4.
Rainer Horn Thomas Baumgartl Stephan Kühner Matthias Lebert Regine Kayser 《植物养料与土壤学杂志》1991,154(1):21-26
The effect of soil aggregation on stress distribution in structured soils The mechanical compressibility of arable soils can be described by preconsolidation load value and by the shear resistance parameters of the bulk soil and single aggregates. In order to quantify the effective stress equation must be also known the hydraulic properties of the soil in dependence of the intensity, kind, and number of loading events. The soil reacts as a rigid body at very fast wheeling speed inclusive a very pronounced stress attenuation in the top soil while stresses will be distributed in the soil threedimensionally to deeper depths at slower speed. These variations can be explained by the mechanical as well as by the hydraulic parameters of the bulk soil and single aggregates. Thus, the pore water pressure value of the bulk soil as a parameter of the effective stress equation further depends on the hydraulic properties of the inter- and intraaggregate pore system and continuity. As can be derived from the results the pore water pressure values are identical irrespective of the predessication for clayey polyhedres at high load while in coarse textured prisms the pore water pressure value depends on load and predryness. The consequences for soil strength under dynamic loading are shortly discussed. 相似文献
5.
Soil physical properties related to soil structure 总被引：3，自引：0，他引：3
The aim of this paper is to clarify the effect of soil aggregation on soil physical and chemical properties of structured soils both on a bulk soil scale, for single aggregates, as well as for homogenized material. Aggregate formation and aggregate strength depend on swelling and shrinkage processes and on biological activity and kinds of organic exudates as well as on the intensity, number and time of swelling and drying events. Such aggregates are, most of all, more dense than the aggregated bulk soil. The intra-aggregate pore distribution consists not only of finer pores but these are also more tortuous. Thus, water fluxes in aggregated soils are mostly multidimensional and the corresponding water fluxes in the intra-aggregate pore system are much smaller. Furthermore, ion transport by mass flow as well as by diffusion are delayed, whereby the length of the flow path in such tortuous finer pores further retards chemical exchange processes. The chemical composition of the percolating soil solution differs even more from that of the corresponding homogenized material the stronger and denser the aggregates are.
The rearrangement of particles by aggregate formation also induces an increased apparent thermal diffusivity as compared with the homogenized material. The aggregate formation also affects the aeration and the gaseous composition of the intra-aggregate pore space. Depending on the kind and intensity of aggregation, the intra-aggregate pores can be completely anoxic, while the inter-aggregate pores are already completely aerated. The higher the amount of dissolved organic carbon in the percolating soil solution, the more pronounced is the difference between the gaseous composition in the inter- and in the intra-aggregate pore system.
From the mechanical point of view, the strength single aggregates, determined as the angle of internal friction and cohesion, depends on the number of contact points or the forces, which can be transmitted at each single contact point. The more structured soils are, the higher the proportion of the effective stress on the total stress is, but even in single aggregates positive pore water pressure values can be revealed. Dynamic forces e.g. due to wheeling and/or slip processes can affect the pore system as well as the composition of the soil by: (1) a rearrangement of single aggregates in the existing inter-aggregate pore system resulting in an increased bulk density and a less aerated and less rootable soil volume, (2) a complete homogenization, i.e. aggregate deterioration due to shearing. Thus, the smaller texture dependent soil strength coincides with a more intensive soil compaction due to loading. (3) Aggregate deterioration due to shearing results in a complete homogenization, if excess soil water is available owing to kneading as soon as the octahedral shear stresses and the mean normal stresses exceed the stress state defined by the Mohr-Coulomb failure line. Consequently, normal shrinkage processes start again.
Thus, the rearrangement of particles and the formation of well defined single aggregates even at the same bulk density of the bulk soil both affect, to a great extent, various ecological parameters. Environmental aspects can also be correlated, or at least explained with the processes in soils, as a major compartment of terrestial ecosystems, if the physical and chemical properties of the structure elements and their composition in the bulk soil are understood. 相似文献
6.
7.
Aggregate characterization as compared to soil bulk properties 总被引：2，自引：0，他引：2
Rainer Horn 《Soil & Tillage Research》1990,17(3-4):265-289
The aim of this paper is to clarify the effect of soil aggregation on the physical and chemical properties of structured soils and as compared with the homogenized material. Aggregation and aggregate strength do not only depend on biological activity and organic exudates, but also on the intensity, number and time of swelling, and drying events. Such aggregates are not only more dense than the structured bulk soil, the intra-aggregate pore distribution consists not only of finer pores, but they are also more tortuous. Thus, water and ion fluxes by mass flow as well as ion transportation by diffusion are delayed, whereby the length of the flow path in such tortuous finer pores further retards chemical exchange processes. Futhermore, the chemical composition of the percolating soil solution differs more from that of the corresponding homogenized material the stronger and denser the aggregates are. From the mechanical point of view, the strength of single aggregates, determined as the angle of internal friction and cohesion, depends on the number of contact points or the forces, which can be transmitted at each single contact point. However, internal soil parameters, like grain size distribution or chemical composition, further affect the strength. The more structured the soils are, the higher is the proportion of the effective stress on total stress, but even in single aggregates neutral stresses can be revealed. This is true because of the relationship to the smaller value of the hydraulic conductivity and higher tortuosity. Finally, some dynamic effects on aggregation and aggregate deterioration are discussed. 相似文献
8.
Rainer Horn Catalin Simota Heiner Fleige Anthony Dexter Kalman Rajkai Diego de la Rosa 《植物养料与土壤学杂志》2002,165(2):235-239
Prediction of soil strength of arable soils and stress dependent changes in ecological properties based on soil maps Based on a database of at present 160 mechanical soil profile datasets, the site and horizon dependent mechanical soil strength expressed as precompression stress can be predicted by multiple regression analysis and used for documentation in maps at different scales. Stress dependent changes in air permeability or air capacity can be derived for the virgin compression stress range as well as the effect of stress propagation in soils or stress attenuation capacity and depth dependent changes of ecological properties. Thus, areas with defined mechanical sensitivity as a function of depth can be derived and recommendations for site adjusted farming techniques can be given. In addition it allows the agricultural machine industry to develop site adjusted machines to support the ideas of good farming practice, defined by the soil protection law of Germany. 相似文献
9.
Investigations to the soil suction behaviour of aggregates embedded in homogenized loess Aggregate from loess and clay soils were artificially embedded in homogenized loess. During sorption and desorption processes, soil suctions inside and outside the aggregates were measured with mini- and microtensiometers. The observed dynamics support the idea of mobile and immobile regions in structured media. Soil suction imbalances between aggregates and the surrounding loess were found to occur during rapid changes of the hydraulic conditions as well as during gradual desorption. This behaviour was also observed in aggregates without measurable differences of the hydraulic conductivities compared to the surrounding loess. Thus, it is concluded that the observations were caused not only by different hydraulic conductivities, but also by hydraulic barriers due to inhomogeneities at the aggregate surfaces. 相似文献
10.
Surface sealing and runoff generation on soils derived from loess and pleistocene deposits An attempt is undertaken to bring together existing knowledge on the occurence of surface sealing, on subprocesses and factors controlling surface sealing, and on hydraulic properties of seals, with special reference to the soil conditions prevailing in Germany. A conceptional model is proposed that relates different subprocesses such as aggregate breakdown, aggregate deformation, particle rearrangement and different factors such as soil cover, microrelief, stone cover, and macropores to surface sealing and runoff generation. We conclude that loess soils and soils formed on pleistocene deposits are particularly prone to surface sealing, and seals formed on these soils can induce runoff at rainfall intensities of 5 mm h?1. 相似文献
11.
我国黑土的退化问题及可持续农业 总被引：45，自引：11，他引：45
在分析我国东北黑土的土壤侵蚀、养分减少、物理性状恶化和土壤污染等退化特征的基础上 ,指出了黑土退化的自然因素和人为因素 ,并探讨了黑土退化的防治和可持续农业 ,这对于提高黑土地区土壤的生产力 ,促进可持续农业发展具有重要的意义 相似文献
12.
In spring 1995 a silty clay soil was compacted dynamically by wheeling with graded wheel loads up to 6 times. The reaction towards wheeling was recorded immediately. In the following 3 years some soil physical parameters as well as the Enchytraeidae abundances were recorded regularly. To the first wheeling, the soil reacted plastically in vertical direction. The reaction became elastically after the 4th wheeling. After the 6th passage with a 5‒tonnes wheel load soil structure collapsed totally, which can be concluded from the stress ratios. After the wheeling event, abundances of Enchytraeidae decreased obviously compared to uncompacted plots. The increase in air permeability, air capacity, and the decrease of soil bulk density depend on primary tillage events. The recovery of Enchytraeidae abundances developed in parallel. Abundances seem to be regenerated in the 3rd year after the wheeling event. Primary tillage can help to induce biological and macroscopic structural regeneration of the top soil after a compaction event. 相似文献
13.
In many land use systems all over the world soil deformation is a major problem due to increasing land use intensity. On arable soils machine traffic is continuously intensified with respect to load and wheeling frequency leading to (sub-)soil compaction and deeper soil degradation concerning hydraulic or pneumatic functions. Altered soil functions, in particular reduced hydraulic conductivities and impeded aeration, may decrease crop growth and productivity as well as the filtering and buffering capacity of soils. Prevented gas exchange and longer lasting anoxia in soils due to the reduced pore continuity and pore functioning also affects global change processes. In order to evaluate potential risks for irreversible soil deformation, it is necessary to quantify their mechanical stability. A commonly applied method is the determination of the pre-compression stress, commonly under static loading conditions in oedometer tests. The determination of pre-compression stresses under static loading may not quite resemble the conditions encountered in the field where soils are loaded repeatedly with a sequence of short intermittent loading–unloading–reloading events. Such dynamic loading conditions are encountered, e.g. at multiple wheel passes or in grassland soils due to animal trampling. In this study we present a comparison of a standard (static loading) and a modified (cyclic/dynamic loading) oedometer test using data of a Calcic Chernozem from the Inner Mongolian steppe under various grazing intensities. Static loading lasted for 10 min per loading step, while the dynamic/cyclic loading was carried out by 30 s loading and following 30 s unloading (=1 cycle) for in total 20 cycles. Differences between statically and cyclically determined pre-compression stresses at an identical time of loading show lower values for the statically determined pre-compression stress values compared to those determined cyclically. Among the dynamically determined pre-compression stresses, the values decrease with increasing number of loading steps and loading time, respectively. This is particularly true for the ungrazed sites.Thus, it could also be proofed that increased grazing intensities lead to structure deformation and increased sensitivity to wind- and water erosion followed by severe land degradation of grassland soils, particularly in semi-arid areas. Furthermore, hydraulic effects, e.g. positive pore water pressure due to intense shearing and kneading processes induced by grazing animals can enhance this structural deterioration.Thus, dynamic or cyclic loading results in an intense soil deformation which also causes serious changes in ecological and soil physical properties like hydraulic conductivity or gas flux. 相似文献
14.
Stefan Fenner 《植物养料与土壤学杂志》1997,160(2):157-164
Long-term compaction effects on loess derived soils by distinct axle loads Field traffic may cause subsoil compaction of arable land and can deteriorate growing conditions of plants. In a case study the state of compaction of two adjacent fields on loess derived soil (field A and field B) was examined, which belong to two neighbouring farms. Within the past 20 years the maximum axle loads on both fields differed greatly (4 Mg and 8.9 Mg). Both fields were compared with a bordering ridge under permanent grass, which had not been loaded mechanically in recent years. The aim of this study was to evaluate the state of compaction as affected by the impact of vehicular field traffic. It was found that in the depth range of a traffic-pan in field A (about 40 cm) the penetration resistance was higher than in the corresponding depth under grass, but substantially lower than in field B. Bulk density and air capacity are similarly different between locations. The vertical compressive stress as a function of soil depth was calculated for the maximum axle loads that occur on both fields under wet conditions. For the 40 cm depth on field A stress values were near 60 kPa, but on field B the values were about 130 kPa. The loading stresses, acting on the soil during one season, were assessed from the weight of the vehicles and the travel distance per area. The accumulated stress was by 17% higher on field B than on field A. On field A the compactive stress of loading ended at about 40 cm depth. On farm B, however, with much higher axle loads during sugarbeet harvest, the compactive stress extended to about 70 cm soil depth. This case study demonstrates that the state of compactness of agricultural fields will be strongly dependent on the intensity of vehicular traffic, which comprises axle load as well as time and frequency of passages. 相似文献
15.
Field traffic may reduce the amount of air-filled pores and cavities in the soil thus affecting a large range of physical soil properties and processes, such as infiltration, soil water flow and water retention. Furthermore, soil compaction may increase the mechanical strength of the soil and thereby impede root growth.
The objective of this research was to test the hypotheses that: (1) the degree of soil displacement during field traffic depends largely on the soil water content, and (2) the depth to which the soil is displaced during field traffic can be predicted on the basis of the soil precompression stress and calculated soil stresses. In 1999, field measurements were carried out on a Swedish swelling/shrinking clay loam of stresses and vertical soil displacement during traffic with wheel loads of 2, 3, 5 and 7 Mg at soil water contents of between 11 and 35% (w/w). This was combined with determinations of soil precompression stress at the time of the traffic and predictions of the soil compaction with the soil compaction model SOCOMO. Vertical soil displacement increased with increased axle load. In May, the soil precompression stress was approximately 100 kPa at 0.3, 0.5 and 0.7 m depth. In August and September, the soil precompression stress at 0.3, 0.5 and 0.7 m depth was 550–1245 kPa. However, when traffic with a wheel load of 7 Mg was applied, the soil displacements at 0.5 m depth were several times larger in August and September than in May, and even more at 0.7 m depth. An implication of the results is that the precompression stress does not always provide a good indication of the risk for subsoil compaction. A practical consequence is that subsoil compaction in some soils may occur even when the soil is very dry. The SOCOMO model predicted the soil displacement relatively well when the soil precompression stress was low. However, for all other wheeling treatments, the model failed to predict that any soil compaction would occur, even at high axle loads.
The measured soil stresses were generally higher than the stresses calculated with the SOCOMO model. Neither the application of a parabolic surface load distribution nor an increased concentration factor could account for this difference. This was probably because the stress distribution in a very dry and strongly structured soil is different from the stress distribution in more homogeneous soils. 相似文献
16.
T. Seehusen R. Riggert H. Fleige R. Horn H. Riley 《Acta Agriculturae Scandinavica, Section B - Plant Soil Science》2019,69(4):343-355
The objective of this study was to evaluate the effect of wheeling with two different wheel loads (1.7 and 2.8?Mg) and contrasting wheeling intensities (1x and 10x) on the bearing capacity of a Stagnosol derived from silty alluvial deposits. Soil strength was assessed by laboratory measurements of the precompression stress in topsoil (20?cm) and subsoil (40 and 60?cm) samples. Stress propagation, as well as elastic and plastic deformation during wheeling were measured in the field with combined stress state (SST) and displacement transducers (DTS). We also present results from soil physical analyses (bulk density, air capacity, saturated hydraulic conductivity) and barley yields from the first two years after the compaction. Although the wheel loads used were comparatively small, typical for the machinery used in Norway, the results show that both increased wheel load and wheeling intensity had negative effects on soil physical parameters especially in the topsoil but with similar tendencies also in the subsoil. Stress propagation was detected down to 60?cm depth (SST). The first wheeling was most harmful, but all wheelings led to accumulative plastic soil deformation (DTS). Under the workable conditions in this trial, increased wheeling with a small machine was more harmful to soil structure than a single wheeling with a heavier machine. However, the yields in the first two years after the compaction did not show any negative effect of the compaction. 相似文献
17.
Soil deformation is increasingly important in crop production since nowadays weights of agricultural machines exceed the bearing capacity of most soils. Often this is counteracted by distributing the weight over more axles leading to an increase in wheeling frequency. Machine passages during one year can, depending on the crop and equipment used, range between two and five times for the majority of the field and up to twenty times and more for a wheeling track. These add up to hundreds of loading events for a crop‐rotation period. In this study, we investigated the effect of multiple loading with the same load in a cyclic‐compression test on soil‐pore‐volume change. The tests were conducted on homogenized soil samples with varying texture and undisturbed soil samples from a field experimental site comparing conventional and conservation‐tillage systems. Of particular interest was the question whether there is significant plastic soil deformation for soil stresses that remained sufficiently below the precompression stress, which is commonly neglected. Our results show that especially for cohesive soils, the assumption of fully elasticity in the recompression range may not be justified since those soils show distinct cyclic‐creep behavior. We found that deformation under cyclic loading follows a logarithmic law. We used the slope of the logarithmic fit of void‐ratio changes vs. loading cycles as a parameter to characterize the sensitivity of soils to cyclic compression. The results suggest that for characterizing the mechanical stability of soils that show cyclic creep, we have (with respect to long‐term deformation effects) to consider both precompression stress and cyclic compressibility. 相似文献
18.
The alteration of mechanical soil properties by a single stress application exceeding all previously applied stresses is analyzed for a conventionally tilled and a conservational managed (since 1992) Stagnic Luvisol. Despite the more pronounced compactness of the plough layer under conventional management, it turned out to be less rigid compared to the “relictic” plough layer under conservation management. We assume that wheeling with a sugar beet harvester (rear wheel 140 kPa, front wheel 110 kPa, total mass 37 Mg) resulted in a break up of the plough pan. This was most obvious in the conventionally tilled soil whereas under conservation tillage, the plough pan seemed to resist the induced forces. Our results suggest that a break up of the compact plough layer and the subsequent re‐arrangement of newly formed fragments results in a smaller mechanical stability of the deformed soil. Soil structural changes within the plough pan are also indicated by the alteration of the anisotropy of cohesion and precompression stress, respectively. Altered mechanical properties induced by heavy soil loading affects the soil response to subsequent loading events, which could be shown by finite‐element simulations of stress‐strain properties. The simulations showed that a decrease in soil stiffness reduces the stress attenuation within the plough pan causing compressive and shear stresses to be transmitted into deeper soil levels, while at the same time shear strain increased. 相似文献
19.
饱和状态下黄绵土坡面细沟侵蚀可蚀性和临界剪切应力特征 总被引：1，自引：1，他引：0
土壤可蚀性参数和临界剪切应力是评价土壤易侵蚀程度和抗水流剪切变形能力的重要指标,目前在黄绵土坡面细沟侵蚀过程中,土壤饱和条件下可蚀性参数和临界剪切应力的变化尚不明确。该研究采用室内土槽模拟冲刷试验确定不同坡度（5°、10°、15°、20°）和流量（2、4、8 L/min）下饱和黄绵土坡面的最大细沟剥蚀率,基于数值法、修正数值法和解析法计算土壤可蚀性参数和临界剪切应力。结果表明,3种方法所得最大细沟剥蚀率均随坡度和流量增加而增大,其中修正数值法和解析法计算的最大细沟剥蚀率更接近。土壤可蚀性参数分别是0.485、0.283和0.268 s/m,土壤临界剪切应力分别为1.225、1.244和1.381 N/m2。修正数值法可提高数值法近似计算的精度,使近似计算结果更接近解析法计算获得的理论值。饱和较未饱和黄绵土的土壤可蚀性参数略有减小（16.83%）,而临界剪切应力减小了66.97%,表明土壤饱和对黄绵土土壤可蚀性参数影响很小,但大幅度削弱了土壤临界剪切应力,使得黄绵土坡面饱和后土壤侵蚀更为强烈。此外,饱和黄绵土边坡的临界剪切应力比饱和紫色土坡面大6.38%,而细沟可蚀性参数大2.35倍,表明土壤饱和对2种土壤临界剪切应力影响程度相似,但黄绵土较紫色土对土壤侵蚀的敏感性更高。研究结果可为饱和状态下不同土壤坡面细沟侵蚀模型参数的优化提供参考。 相似文献
20.
The effects of agricultural use on the structure and physical properties of three soil types 总被引：4，自引：0，他引：4
H. Dom&#x; J. Hodara A. S&#x;owi&#x;ska-Jurkiewicz R. Turski 《Soil & Tillage Research》1993,27(1-4):365-382
This investigation was carried out to determine the influence of the use of soils on their morphological structure and properties. Three soil types (i.e. Haplic Phaeozem derived from loess, Orthic Luvisol derived from loess and Orthic Luvisol derived from sandy loam) were involved. In each soil unit, profiles lying at a small distance from one another were taken for detailed examination. The main difference between the soils within each unit was the use to which they were put. The following soils were selected for evaluation: (A) soil from natural forest habitat; (B) soil cultivated in farms with a very low level of mechanisation; (C) soil cultivated in farms which had been completely mechanised for many years; (D) soil used for many years in a vegetable garden, similar to hortisol.
In the selected profiles the morphological features, soil structure in all genetic horizons, granulometric composition, humus content, pH, density, air and water capacity and air permeability were analysed.
It was found that the transition from forest soil management to agricultural use leads not only to the formation of an arable-humus horizon and to changes in structure but also to changes of the physico-chemical properties of soils. Soils under agricultural use manifest a lower level of acidification than forest soils, as well as a different distribution of organic matter. In all agricultural soils, increased compaction of humus horizons was observed, compared with the corresponding horizons of forest soils, as well as changes in other physical features. The use of heavy machines over many years in field operations results in increased density of the soil and deterioration of soil structure. This effect is greater in soils with low colloids and organic matter contents. 相似文献