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1.
Compaction and recovery of soil structure in a silty clay soil (Chernozem): physical, computer tomographic, and scanning electron microscopic investigations In spring of 1995 a field experiment was started on a loess-derived Chernozem, managed by deep (22 cm) and shallow (12 cm) inversion tillage by spade plough, to test the effect of stepwise mechanical loading on the structure of a silty clay soil (30% clay) and its recovery during subsequent years. Beside an unwheeled control tillage systems were compacted track by track at a water content near field capacity using the following loading treatments: light (2 × 2.5 t; number of wheel passes times wheel load); medium (2 × 5 t) and high (6 × 5 t). Soil physical investigations, density distribution, and spatial visualizations of macropores based on computed tomography (CT) and scanning electron microscopy of aggregate surfaces indicate that increasing loading leads to a progressive homogenization of soil structure. Different stages of this process include the compression of aerated macropores or interaggregate pore space, respectively, by light loading and the deformation of aggregates to a coherent soil mass by high loading. Accord-ingly, the intraaggregate structure is characterized by an increase of parallel arrangement of clay particles, causing an extension of the range of normal shrinkage by elimination of structural shrinkage and displace-ment of residual shrinkage to lower moisture contents. Soil homogenization caused by kneading and supported by positive pore water pressure is the dominant harmful process of structure deterioration of the silty clay, when compacted with high loads at high soil water content. As a consequence of 12 cm shallow tillage over years the lower part of the topsoil has been preconsolidated. Therefore, the deformation resistance is slightly higher compared to 22 cm deep tillage. The stronger the deformation and homogenization of soil structure by loading, the stronger is the contraction of the soil matrix associated with a reheterogenization during three years after loading. Cracking by shrinkage induces a reaggregation of structure, having been obtained before by medium and high loading. Thereby the density of the soil matrix between cracks increases. As a consequence of this heterogenization by densification and cracking aggregates are preferentially remoistened via crack walls, inducing a partial but not a complete reswelling as shown by CT-images. Therefore the spatial position of the crack pattern does not change. On the other hand, at the end of investigation period, the light loaded treatment was not longer different to the unloaded control. Reaggregation by wetting and drying cycles is a key process in silty clays in initiating a restoration of the degraded structure. The formation of biopores is less significant. However, the mechanism of ”︁structure repair” by physical processes does not lead to a reproduction of unloaded structure. 相似文献
2.
《Communications in Soil Science and Plant Analysis》2012,43(12):1391-1398
Abstract A short hand notation for depicting inped soil macropores is presented. By utilizing symbols for macropore diameter, facial shape, pore length, inped shape and pore orientation; it is possible to quickly portray inped field macropores. Circles, ellipses, and triangles of differing dimensions are used to symbolize round, elliptical, and irregular facial shaped pores of different diameters. The pore length and orientation are symbolized by line length and line direction. The inped shapes (spherical, tubular, and elongated) are respectively represented by one line, two parallel lines, or three parallel lines within or intersecting the pore shape symbols. Field application of this methodology saves time and is valuable when numerous inped pores need to be depicted. 相似文献
3.
土体孔洞损伤结构演化及其力学特性的CT-三轴试验研究 总被引：7，自引：6，他引：1
为了评估孔洞损伤对土体强度、变形和稳定性等力学特性的影响,该文首先对4个试样人工制造不同的孔洞损伤,再在相同的围压和吸力水平下进行CT-三轴剪切试验,定量研究了孔洞损伤结构的演化规律及其对土体力学特性的影响。结果表明:剪切过程中体积应变表现为剪缩,损伤孔径具有单调缩小趋势,在合适的质量含水率条件下,适度小孔损伤反而使土样三轴抗剪强度提高了25%,体积应变也较无损试样小。相同损伤面积的试样具有几乎相同的抗剪强度,但体积应变不具备相同规律。 相似文献
4.
利用计算机断层扫描技术研究土壤改良措施下土壤孔隙 总被引：12，自引：5，他引：7
为探明不同土壤结构改良措施（秸秆覆盖、免耕、有机肥、保水剂）对土壤孔隙特征及分布的影响,采用计算机断层（computed tomography,CT）扫描法定量分析了土壤孔隙的数目、孔隙度及孔隙在土壤剖面上的分布特征。结果表明：不同措施均提高了土壤总孔隙数、大孔隙数及0.13～1.0 mm孔隙数,且其孔隙度也相应提高。同时孔隙成圆率也得到了改善。各处理中以有机肥和免耕处理效果较佳,其次为保水剂和秸秆覆盖,对照最低。此外,不同措施显著提高了土壤的田间持水量和＞0.25 mm 水稳性团聚体含量,降低了土壤容重,且各处理中,仍以有机肥和免耕处理效果最佳,其田间持水量分别较对照提高了15.9%和16.4%,而土壤容重较对照降低了6.8%和8.8%。相关分析表明：田间持水量、容重和＞0.25 mm水稳性团聚体含量与土壤总孔隙度和大孔隙度呈显著或极显著正相关;而土壤容重对于总孔隙度和大孔隙度及孔隙成圆率呈显著负相关。 相似文献
5.
Samples of six Polish and three Korean soils were acidified and alkalized with elevated concentrations of hydrochloric acid or sodium hydroxide from 0.001 to 1 mol dm—3. The pore system of the studied soils was investigated using mercury intrusion (”︁macropores”) and water vapor adsorption (”︁mesopores”) experiments. The characteristics of the pores and their surfaces were very sensitive against acid and alkaline treatments. The macropore volume and radii increased in general with increasing of the concentrations of the treatment solutions. The macropore surface of all the clay rich soils exhibited a fractal behavior. The ranges of fractal scaling differed for particular soils. Macropore surface fractal dimensions changed under both treatments. For a given soil, the macropore fractal dimensions changed in the same direction under the effect of acid as under alkali. Both treatments decreased the mesopore volumes of Polish and increased the mesopore volumes of Korean soils. However, this was not true for two of Korean soils after extreme alkali treatments. In general, the average mesopore radius increased under lower treatments concentrations and decreased under higher concentrations. The mesopores were also fractal. The range of their fractal scaling was different for the Polish and Korean soils and roughly the same within each group. The fractal dimension of the mesopores decreased after acid treatment showing a smoothing of the material porous surface. Alkaline treatment affected the mesopore fractal dimension to a lower extent. A slight rise of the mesopore fractal dimension was noted in most cases.<?show $6#> 相似文献
6.
Soils under loaded conditions may have different shrinkage behaviour from that of load‐free soils. In this study, we applied two kinds of mechanical stress (σ) on repacked homogeneous soil samples: transient and constant stresses, simulating the traffic load during tillage and the overburden pressure, respectively. Three transient stresses were applied on the soil surface with 150, 400 and 1400 kPa, while the constant stresses ranged from 1.8, 3.8, 5.5, to 7.3 kPa. We hypothesized that the two stresses play different roles in soil shrinkage behaviour as depicted by void ratio (e) and moisture ratio (?), as compared with load‐free soil. Thus, our aim was to build up the relationship between e, ? and σ. For a swelling soil, total pores can be divided into rigid and non‐rigid components according to their swelling and shrinkage capacity relative to soil moisture. The non‐rigid pores compacted by the transient stress can be regained in the subsequent wetting at load‐free conditions, whereas the compacted rigid pores do not recover. The reduction in rigid pores does not alter the soil pore shrinkage capacity. The shrinkage curves of transiently‐loaded soils are therefore parallel to each other with an identical coefficient of linear extensibility (COLE) and the same shrinkage slope, although their structural shrinkage phase narrows with an increase of stress. However, the constant stress compresses non‐rigid pores readily through suppressing their swelling capacity during wetting as well as compacting rigid pores. If the change of rigid pores is negligible, the shrinkage curves of constantly‐loaded soils converge at the zero shrinkage or the dry‐end point with the load‐free soil shrinkage. If the reductions of rigid and non‐rigid pores are both considered, the soil shrinkage combines the part of parallel shrinkage derived from the reduced rigid pores and the intersected shrinkage resulted from the altered non‐rigid pores. On the basis of different shrinkage behaviours resulting from the two mechanical stresses, we propose numerical formulae to illustrate a series of curves for the e‐?‐σ relationship. The different changes in rigid and non‐rigid pores cause soil water release differently. 相似文献
7.
Dispersion and migration of fine particles in two palygorskite‐containing soils of the Jordan Valley
Migration of different mineral particles within columns of soil‐sand mixtures containing 10 or 20 mass % of soil was investigated by establishing differences in the mineral suite between the ”︁bulk clay” and the ”︁mobile fine material” fractions. The ”︁bulk clay” fractions of all soils contained smectite, palygorskite, kaolinite, quartz, feldspar, and calcite. The soils were saturated with sodium by leaching with NaCl solution, and then leached with distilled water. Clay dispersion and particle migration occurred in the columns. Values of SAR (sodium adsorption ratio) of the effluent decreased with time due to carbonate dissolution. At a certain SAR value, the clays apparently formed aggregates, and as a consequence particle migration stopped in the column. In addition to clay‐sized particles (< 2 μm), very‐fine‐silt‐sized particles (2— 5 μm) were able to migrate in the soil‐sand mixtures, too, and to some extent fine‐silt‐sized particles (5—10 μm) as well. Average size of mobile particles decreases with increase of soil content in the soil‐sand mixtures. The mineralogical composition of the ”︁mobile fine material” changed during the experiment. At the beginning of the experiment, the ”︁mobile fine material” was enriched in the non‐phyllosilicates (especially in calcite, and in some cases in quartz, feldspar and dolomite) and contained low concentrations of phyllosilicates (smectite, palygorskite and kaolinite). At the end of the experiment, the proportion of non‐phyllosilicates decreased, and as a consequence, the proportion of phyllosilicates increased. Among the non‐phyllosilicates, calcite was the most mobile mineral. Among the phyllosilicates, palygorskite was preferentially mobilized in topsoil horizons. In subsoil horizons, on the other hand, kaolinite was preferentially mobilized. This difference was explained by the different nature of carbonates in the topsoil and subsoil horizons. Palygorskite is preferentially occluded within the soil carbonates of lacustrine origin over smectite and kaolinite. These carbonates are present mainly in the subsoil horizons. As a consequence, the presence of these carbonates in the subsoil horizons decreases the migration of mainly palygorskite. 相似文献
8.
桂东南花岗岩丘陵区不同土地利用方式土壤大孔隙特征 总被引：2，自引：1，他引：1
根据水分穿透曲线和Poiseuille方程,定量研究桂东南花岗岩区6种(次生林、柑橘园、玉米地、杉木林、撂荒地和桉树林)不同土地利用方式土壤大孔隙半径范围、数量及分布情况,分析不同土地利用方式对土壤大孔隙特征的影响。结果表明:(1)不同土地利用方式土壤水分穿透速率存在差异,土壤水分出流速率短时间内可达到稳定状态,柑橘园不同土层之间稳定出流速率变化较大;(2)不同土地利用方式的土壤大孔隙半径为0.4~2.4 mm,主要集中分布在0.4~1.2 mm,均值为0.85 mm,<1.2 mm的小半径孔隙数量较多;(3)随着土层深度的增加和孔隙半径的减小,土壤大孔隙数量总体表现为随土层深度的增加而逐渐减少,大半径孔隙较少,小半径孔隙较多;(4)不同土地利用方式的土壤大孔隙仅占土壤体积的0.36%~6.38%,但其土壤大孔隙平均体积与稳定出流速率、土壤大孔隙平均半径与饱和导水率均呈极显著相关关系,分别决定了稳定出流速率79.92%和饱和导水率36.45%的变异。 相似文献
9.
《Soil Use and Management》2018,34(2):197-205
Soil structure influences water infiltration, aeration and root growth and, thereby, also the conditions for sustainable crop production. Our objective was to quantify the effects of different soil management methods and land uses on the topsoil structure of a silty clay soil. We sampled 32 intact soil columns (18 cm high, 12.7 cm diameter) from an experimental silty clay field with four treatments: conventional tillage (CT ), conventional tillage followed by liming (CTL ), reduced tillage (RT ) and unfertilized fallow (UF ). The columns were analysed using 3‐D X‐ray tomography. The samples were taken in autumn after harvest, 7 yr after quick lime was applied to the CTL plots. Despite a relatively large number of replicates per treatment (8, 8, 8 and 6 (two UF samples were excluded), respectively), there were no significant differences between any of the investigated macropore network properties related to tilled treatments. The UF treatment, in contrast, exhibited more vertically oriented macropores, which were also better connected compared to the other treatments. This confirms previous findings that tillage may disrupt the vertical continuity of macropore clusters. The impact of liming on soil pore network properties may have been limited to pores smaller than the resolution in our X‐ray images. It is also possible that the effects of lime on soil structure were limited to a few years which means that any effect would have diminished by the time of this study. These matters should be further investigated in follow‐up studies to understand better the potential of lime amendments to clay soil. 相似文献
10.
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
11.
Soil compaction and related changes of soil physical parameters are of growing importance in agricultural production. Different stresses (70, 230, 500, and 1000 kPa) were applied to undisturbed soil core samples of eight typical soils of a Saalean moraine landscape in N Germany by means of a confined compression device to determine the effect on (1) total porosity/pore‐size distribution, (2) saturated hydraulic conductivity, and (3) air conductivity to assess the susceptibility towards compaction. Different deformation behaviors after exceeding the mechanical strength particularly resulted from a combination of soil characteristics like texture and initial bulk density. The saturated hydraulic conductivity, as an indicator for pore continuity, was largely affected by the volume of coarse pores (r² = 0.82), whereas there was no relationship between bulk density and saturated hydraulic conductivity. Since coarsely textured soils primarily possess a higher coarse‐pore fraction compared to more finely textured soils, which remains at a high level even after compaction, only minor decreases of saturated hydraulic conductivity were evident. The declines in air conductivity exceeded those in hydraulic conductivity, as gas exchange in soils is, besides the connectivity of coarse pores, a function of water content, which increases after loading in dependence of susceptibility to compaction. A soil‐protection strategy should be focused on more finely textured soils, as stresses of 70 kPa may already lead to a harmful compaction regarding critical values of pore functions such as saturated hydraulic conductivity or air capacity. 相似文献
12.
Interaction between mechanically and hydraulically affected soil strength depending on time of loading Soil‐deformation analysis often only considers the direct effects of mechanical stress on changes in void ratio or pore functions while the interaction between hydraulic and mechanical processes is seldomly mentioned. Thus, we analyzed the effect of mechanical stress and time of soil settlement on changes in soil strength and the corresponding interactions between stress‐dependent changes in pore water pressure on precompression stress for a clayey silt. Disturbed samples with a bulk density of 1.4 g cm–3 and a water content of 25 g (100 g)–1 were compressed for four time steps (10–240 min) at eight stresses (20–400 kPa) with four replications. During the experiments, the changes of pore water pressure and void ratio were registered. With increasing time of stress application, we determined an increased soil strain. The higher the stress‐application time, the smaller gets the void ratio and the precompression stress value. Parallel to these variations in settlement, we also found changes in the pore‐water‐pressure values. This is a consequence of decreasing pore diameter while the water saturation increases. Thus, the proportion of neutral stresses on total stress increases which coincides with a change of water suction (= unsaturated) conditions up to even positive pore‐water‐pressure values (from less negative to positive pore water pressure values). From our experiments, we can conclude that the changes in pore‐water‐pressure values already occur at normal stress values smaller than the precompression stress. This underlines the increasing sensitivity of soil deformation processes close to the internal soil strength. The results support the idea, that in order to quantify the mechanical strength of structured unsaturated soils, we always have to determine the changes in pore‐water‐pressure values, too. 相似文献
13.
The term ”︁forest soil degradation” is frequently used in forest ecology. It is a highly integrated site property summarizing negative effects over a wide, yet undefined range of variables and a complex range of processes. In forest ecology, different, undefined, and idiosyncratic meanings of the term ’︁soil degradation’ are used. The evaluation for a particular soil is therefore not clear and may be inconsistent among experts. We integrated indicators of forest soil degradation into a fuzzy‐logic based model and predicted forest soil degradation for a set of sites by means of standard soil chemical data and easily accessible site characteristics. For validation we used expert judgements on selected sites. We also compared if the predicted soil degradation agrees with the results of a recent assessment of the ”︁naturalness” (hemeroby) of Austrian forests. The predicted results were consistent with our expectations: sites with a long history of nutrient exploitation were found to be degraded by the model. The fuzzy‐logic based model is open. Rules can be changed, additional rules can be included and others can be removed, if desired. We want to promote fuzzy‐logic based modeling as a means to support experts decisions in complex situations, where clarification can be added by crisply defining the pathway of the decision making process. 相似文献
14.
Opencast coal mining is an anthropogenic activity that changes the antecedent soil profile, and it was important to understand the distribution characteristics of soil pore and then select suitable land rehabilitation measures. To better quantify the pore distribution characterization of reconstructed soils in opencast coalmine dumps, high-resolution and non-destructive computed tomography (CT) method was used to study the effect of opencast coal-mining and land rehabilitation on the soil pore distribution by scanning soils from the Antaibao Opencast Coal-mine in China. The soils were taken from the dump platforms with different rehabilitation time and an unmined site. ImangeJ 2 was used to process the scanned images and the soil pore densities and porosities of different pore sizes were used to analyze the distribution characteristics of soil pore. Opencast mining activities decreased soil pore density and soil porosity, especially in macropores. Compared to unmined soils, the total porosity of the non-rehabilitated soils reduced by 25.0%, 20.5%, 17.7% at the depths of 0–25, 25–50, 50–75 cm, respectively. Vegetation rehabilitation should be used to develop soil pore structure and improve the proportion of different pore sizes. 相似文献
15.
《Land Degradation \u0026amp; Development》2017,28(7):2039-2050
Conservation agriculture practices have been proposed as a set of techniques for improving soil structure properties and related ecosystem services. This study compared conservation agriculture (CA) practices (no‐tillage, cover crop and residue retention) and conventional intensive tillage system in order to evaluate their effects on total porosity, pore size distribution, pore architecture and morphology. The experiment was set up in 2010 on four farms of the low‐lying Veneto Region plain characterized by silty soils. Almost hundred soil samples were collected in 2015 at four depths down to 50‐cm layer and investigated for porosity from micrometre (0·0074 μm) to macrometre (2·5 mm) by coupling mercury intrusion porosimetry and X‐ray computed microtomography (μCT). Indices of soil morphology and architecture were derived by analysing 3D images and mercury intrusion porosimetry pore size curves. Results suggested that silty soils of Veneto plain are microstructured because much (82%) of the porosity ranged between 0·0074 and 30 μm. CA practices positively influenced the ultramicroporosity class (0·1–5 μm) (1·86E‐01 vs 1·67E‐01 μm3 μm−3) that is strictly linked to soil organic carbon stabilization while no effects were observed in X‐ray μCT porosity domain (> 26 μm). Silty soils of Veneto plain showed a slow reaction to CA because of the poor aggregate stability and low soil organic carbon. However, the positive response of the ultramicropore fraction indicates that a virtuous cycle was initiated between soil organic carbon and porosity, hopefully leading to well‐developed macropore systems and, in turn, enhanced soil functions and ecosystem services. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
16.
E. V. Shein E. B. Skvortsova A. V. Dembovetskii K. N. Abrosimov L. I. Il’in N. A. Shnyrev 《Eurasian Soil Science》2016,49(3):315-325
Pore-size distribution in a soddy-podzolic silt loamy soil developing from mantle loesslike loam (Eutric Albic Retisol (Loamic, Cutanic)) was calculated from the water retention curve according to Jurin’s equation and directly determined in microtomographic experiments. Rounded macropores with the diameter of their sections from 75 to 1000 μm predominate in horizontal sections if the studied soil samples. A larger part of the soil pores (>30–35%) belongs to micro- and nanopores, and they cannot be quantitatively determined by the tomographic method, because their sizes are smaller than the detection limit of the applied X-ray microtomography (8.75 μm per pixel). This leads to a significantly larger pore volume determined from the water retention curve in comparison with the “tomographic” pore volume. A comparative analysis of pore-size distribution curves obtained by these methods shows that the major regularities of the pore-size distribution in the range from 30 to 5000 μm are similar in both cases. Fine macropores and, partly, mesopores predominate. Common characteristics of the pore-size distribution curves obtained by these methods, including the coincidence of the peaks, attest to the validity of classical approaches, according to which the hydrology of soil pore space can be perceived as a physical model of cylindrical capillaries of different sizes with capillary-sorbed water. 相似文献
17.
Effective rooting depth, percolation water, and nitrate leaching in deeply developed loess soils of a water‐shortage area In 14 deeply developed loess soils, high amounts of mineral nitrogen (N) were measured within the first meter, whereas several nitrate depth profiles up to more than three meters resulted in low and medium nitrate values. The maximum depth of water uptake was measured in two years on four representative sites with regard to soil and crop properties. The maximum depth of water uptake was always considerably deeper than 200 cm, with a maximum of 290 cm (alfalfa). It is assumed that roots take up nitrogen even in this depth. The calculation of the effective rooting depth resulted in noticeably higher values (for wheat between 160 cm and 185 cm) than those given by the ”︁German Instructions for Soil Mapping” (AG Boden, 1994), the ”︁Regulations of the German Organisation for Water Management and Land Improvement” (DVWK, 1995) or the ”︁German Institute for Standardization” (DIN, 1998). As a result of low annual precipitation (normally less than 600 mm), only a minor part of the high amounts of nitrate within the root zone was leached into deeper soil layers. We conclude that it is not possible to predict the potential groundwater pollution with nitrate on the basis of the mineral N content in the first meter of the soil profile. 相似文献
18.
氨化秸秆还田对土壤孔隙结构的影响 总被引：7，自引：0，他引：7
【目的】土壤孔隙性质是土壤结构性的反映,直接影响着土壤的肥力和水分有效性。定量研究氨化秸秆还田对土壤不同大小等级孔隙数量和孔隙分布的影响,可以为土壤培肥提供科学依据。【方法】采用室内试验方法,设置氨化秸秆加入量为土壤总质量的 0(CK)、 0.384%(S1)、 0.575%(S2)、 0.767%(S3)4个处理,室内培养。在培养0、60、120和180 d,取样测定土壤水分特征曲线(SWRC)数据,利用双指数土壤水分特征曲线模型(DE模型,Double-exponential water retention equation),分析氨化秸秆对土壤剩余孔隙、基质孔隙和结构孔隙的影响; 基于DE模型的微分函数,探究不同氨化秸秆处理对土壤孔隙分布的影响。【结果】不同处理的土壤水分特征曲线SWRC实测值和DE模型模拟值之间的均方根误差介于0.0036和0.0041 cm3/cm3之间,R2介于0.998和0.999之间,土壤含水量模拟值和实测值非常接近1 ∶1,表明DE模型可以准确反映添加氨化秸秆后土壤含水量随吸力的变化规律,较准确地估算土壤不同大小等级孔隙数量变化。培养120 d内,氨化秸秆对土壤剩余孔隙、基质孔隙和结构孔隙影响不显著; 培养180 d时,各处理土壤结构孔隙度表现出随着氨化秸秆添加量的增加而增加的趋势; 此时S3对土壤剩余孔隙影响不显著,显著减小了土壤的基质孔隙度(P0.05),极显著地增加了土壤的结构孔隙度(P 0.01)。在孔隙分布中,氨化秸秆促进了土壤已有孔隙向较大孔隙的发育,显著增加了土壤结构孔隙分布数量; 随着氨化秸秆添加量的增加,土壤结构孔隙的分布数量越大,且峰值出现的越早。氨化秸秆增加了土壤中有机质含量; 土壤结构孔隙和总孔隙均与有机质含量呈显著的正相关关系(P 0.05); 有机质可以黏结团聚土壤的矿物颗粒,有效地促进了土壤结构孔隙的发育; 氨化秸秆对土壤孔隙的影响随着时间的进行越来越明显。【结论】氨化秸秆增加了土壤中有机质含量,促进了土壤孔隙结构的发育,增加了土壤的结构孔隙度和总孔隙度,这对改良和培肥土壤、改善土壤耕性具有重要意义。 相似文献
19.
Shrinkage potential and pore shrinkage capacity of differently developed volcanic ash soils under pastures in southern Chile 
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下载免费PDF全文 Steffen Beck‐Broichsitter Heiner Fleige Marc‐Oliver Goebel José Dörner Jörg Bachmann Rainer Horn 《植物养料与土壤学杂志》2016,179(6):799-808
The drying process of volcanic ash soils often results in the formation of shrinkage cracks with consequences for their physical properties (i.e., decrease of water retention capacity) and land use management. This study presents the soil water characteristics and shrinkage behaviour (shrinkage phases in terms of void and moisture ratio), the shrinkage potential (COLE index), and the pore shrinkage capacity (PSI) for 5 and 20 cm depth of a Haplic Arenosol (tephric) and two Silandic Andosols under pasture management along a soil gradient from the Andean mountains to the coastal range in southern Chile. The main focus of the presented study is on the effect of soil development in conjunction with the weathering of volcanic ash soils on the shrinkage properties. The water retention and shrinkage curves were continuously determined for undisturbed soil samples (100 cm3) during a drying process under laboratory conditions. In addition, the shrinkage curve data were modelled to distinguish different shrinkage zones. The results suggest that the investigated soil properties vary depending on soil development. The more developed Andosols had higher total porosities (up to 70 cm3 cm?3) than the less developed Arenosol. The shrinkage behaviour of the Haplic Arenosol showed a wide structural shrinkage phase, whereas the Silandic Andosols revealed a more pronounced proportional shrinkage phase, which is related to the pore size distribution. In addition, wide and narrow coarse pores of the Haplic Arenosol and medium and fine pores of the Silandic Andosols determine the shrinkage potential (COLE) and the pore shrinkage capacity, respectively. The finer‐grained and organic matter‐rich Andosols indicate a higher COLE index (> 0.03–0.09) compared to the Arenosol (≤ 0.03). The pore shrinkage index (PSI) of the total pores (TP) varied significantly (P < 0.05) with values of 0.042–0.149 in 5 cm depth and 0.04–0.091 in 20 cm depth of sites 1–3, respectively.In summary, the shrinkage potential and pore shrinkage capacity are positively correlated to the organic carbon content and decrease with increasing dry bulk density. The study points out a higher risk of soil degradation due to irreversible drying processes for the more clayey and allophane containing Andosols than the Arenosol. 相似文献
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运用同步辐射显微CT揭示红壤团聚体内孔隙形态与空间分布 总被引：2，自引：1，他引：1
团聚体内部复杂的孔隙系统及其空间分布决定土壤团聚体的主要功能,以及发生在团聚体内的各种物理、化学和生物学过程。应用同步辐射X射线显微成像技术(SR-mCT),对第四纪红土发育的红壤团聚体内部孔隙形态、连通性、各向异性、大小分布和空间分布进行了研究。结果表明,红壤团聚体内部的孔隙形态、孔隙生长方向、大小分布存在明显差异。稳定性较好的团聚体表现为团聚体孔隙含有较多大孔隙、孔隙形态各异、各向异性、多联通孔隙等特征,团聚体内>30 ?m大孔隙分布比较均匀,中心部位较高,呈中间向圆周减小趋势;反之,稳定性较差的团聚体中,孔隙以小孔隙为主,分布密集,孔隙生长方向均匀,团聚体孔隙空间分布为大孔隙,主要分布在团聚体外围,中心部分分布较少。团聚体内部孔隙的空间分布模式能够很好地解释土壤团聚体结构和稳定性差异的原因。同步辐射显微CT结合图像处理技术能够系统地表征团聚体内孔隙的多样性和空间变异规律,为预测土壤团聚体中各种物理过程提供新途径。 相似文献