黄土丘陵区小流域土壤特性时空动态变化研究

以安塞大南沟为例首次在流域范围内对几项土壤表面特性进行连续定位测定,初步研究了其时空动态变化规律。结果表明,大南沟流域内土壤随机糙度、抗剪力和团粒稳定性具有一定的空间变化规律,不同土地利用方式间有显著差异。不同地貌类型农耕地土壤随机糙度、抗剪力无明显差异,而团粒稳定性则差异显著。年内各测定周期间土壤随机糙度、抗剪力和团粒稳定性随时间变异不显著。

Stochastic Structural Model of Rock and Soil Aggregates by Continuum-Based Discrete Element Method

This paper first presents a stochastic structural model to describe the random geometrical features of rock and soil aggregates. The stochastic structural model uses mixture ratio, rock size and rock shape to construct the microstructures of aggregates,and introduces two types of structural elements (block element and jointed element) and three types of material elements (rock element, soil element, and weaker jointed element)for this microstructure. Then, continuum-based discrete element method is used to study the deformation and failure mechanism of rock and soil aggregate through a series of loading tests. It is found that the stress-strain curve of rock and soil aggregates is nonlinear, and the failure is usually initialized from weaker jointed elements. Finally, some factors such as mixture ratio, rock size and rock shape are studied in detail. The numerical results are in good agreement with in situ test. Therefore, current model is effective for simulating the mechanical behaviors of rock and soil aggregates.

子午岭林区典型植被下土壤结构及稳定性指标分析

运用分形理论,研究了子午岭林区5种天然次生植被(以6 a天然恢复弃耕地为对照)下土壤结构特征,分析了土壤水稳性团聚体分维、孔隙分维、平均重量直径等3个指标在描述土壤结构稳定性方面的差异。研究表明,相对于弃耕地,各个植被群落均能明显改善土壤结构,降低土壤水稳性团聚体分形维数,提高孔隙分形维数,增强土壤结构的稳定性。土壤水稳性团聚体分维、孔隙分维与>0.25 mm水稳性团聚体含量、土壤有机碳、容重的相关系数均达到了极显著水平,均能作为评价土壤结构稳定性的指标;而团聚体平均重量直径与土壤有机碳含量、容重相关性不显著,只与>5 mm团聚体含量和>0.25 mm团聚体含量有极显著正相关关系,因此,仅可作为大团聚体含量的评价指标。

三峡库区堆积层斜坡稳定性分级与应用研究

Considering the lacking of standard for the classification of Accumulative slopes so far, research working was conducted based on the results of geological investigation, data analysis and experiment carried out in Wanzhou. By mean of statistical method and grey system, the author studied in detail inflationary factors to Accumulative slopes. In order to study the mechanism of Rock-Soil Aggregate (RSA), numerical testing method was used. Coordinates in the two and three dimensional space and its corresponding rock fragments in the sample were generated randomly by VB and Particle flow code. After being built the models of RSA with different rock content, uniaxial and triaxial numerical simulation tests were carried out respectively. In order to study the effect of rainfall in Accumulative slopes, in situ infiltration testing had been conducted on site in Wanzhou, Three Gorges Area. Relationship between the infiltration rate and amount of precipitation has been obtained. Eleven factors are considered in the classification of Accumulative slopes in this paper.(1)On the basis of four basic factors and four inducing factors, sum-and-difference method for the classification system has been built. (2)After weight of factors being determined by analytic hierarchy process and membership function of Accumulative slopes stability being built in virtue of fuzzy mathematics, AHP-FM model of Accumulative slopes stability has been completed. In the end of this paper, having been applied on stability of Accumulative slopes in Three Gorge area and compared with result by limit equilibrium, classification system has good effect.

长期施肥对土壤团聚体中碳水化合物分布特征的影响

碳水化合物是土壤有机质的重要组成部分，根据碳水化合物的稳定性和异源性可以了解植物和微生物以及微生物不同群体在土壤有机质积累过程中的相对贡献。本研究以公主岭黑土和沈阳农业大学棕壤两个长期定位试验基地土壤作为试验材料，分析长期施肥对碳水化合物在黑土和棕壤团聚体中积累和分布特征的影响，并通过对小团聚体二次分级研究碳水化合物在小团聚体内部的分布规律，探讨长期施肥对碳水化合物在小团聚体中分布的影响以及碳水化合物对小团聚体结构组成的贡献。通过上述研究，我们发现： 1. 有机肥有利于两种土壤的团聚化作用，有机肥使黑土小团聚体进一步复合，形成大团聚体，施肥措施引起棕壤微团聚体和粉＋黏粒的进一步复合，形成大粒径的团聚体。化肥对黑土团聚体结构起到一定的破坏作用，不利于大粒径团聚体的形成。 2. 有机肥促进大粒径团聚体以及小团聚体中微团聚体的形成，从而使土壤有机碳、氮和碳水化合物在土壤中截获（积累）。土壤中新增加的有机碳、氮和碳水化合物主要截获在>53µm的团聚体结构中，小团聚体中新增加的有机碳、氮和碳水化合物主要截获在粗砂和微团聚体结构中。 3. C/N和中性糖分布特征表明，无论是土壤团聚体还是团聚体内部结构，大粒径团聚体结构中包含的有机质来源于新添加的有机物料及根系的有机物较多，经历较少的微生物转化作用；粉＋黏粒结合的有机质微生物来源的碳水化合物的含量较高，说明有机质经历了强烈的微生物转化作用，生物稳定性较高。氨基糖分布特征表明，细菌趋向于在小粒径团聚体中积累，而团聚体粒径越大越有利于真菌生长。 4. 有机肥有利于提高土壤中植物来源糖和真菌对土壤有机质积累的贡献所以能够提高土壤及团聚体中有机碳、氮及碳水化合物的含量，但在有机质较高的黑土上有机肥施用存在一个临界值，当有机肥用量超过这个值时，即“过量”施用时，土壤微生物就不能利用全部的植物来源的有机化合物，多余的部分保存在大粒径团聚体结构中，成为微生物可利用的潜在的碳源和能源。

人工苜蓿草地土壤理化性状变化

为了明确西北旱地种植苜蓿对土壤物理性状、水分和养分的影响,对其进行了较为详尽地探讨。种植苜蓿能增加土壤团聚体含量,提高土壤通气透水能力。苜蓿生长发育时需要大量消耗土壤水分,连续多年种植苜蓿会导致土壤干燥化;种植苜蓿能提高土壤有机质和氮素水平,降低土壤磷、钾含量。施肥既能平衡土壤养分又能增加产草量。

黄土丘陵区不同土地利用方式土壤团粒结构分形特征

土壤团粒、水稳性团粒和微团粒状况是影响土壤结构和性质的重要因素。运用分形理论研究黄土丘陵区纸坊沟流域7种不同土地利用方式土壤团粒结构的分形特征。结果表明:表层土壤团粒的分形维数在1.641~2.114之间,其大小顺序为人工草地>果园>坡耕地>乔木林地>灌丛>天然草地>人工梯田。土壤水稳性团粒的分形维数在1.774~2.384之间,其变化顺序为果园>乔木林地>人工草地>坡耕地>天然草地>人工梯田>灌丛,二者均表现出≥0.25 mm粒级土壤团粒含量越低,分形维数越高的规律;分形维数与≥5 mm、5~2 mm和≥0.25 mm粒级的土壤团粒、水稳性团粒呈极显著负相关(P<0.01),与<0.25 mm粒级的呈极显著正相关(P<0.01);结合团粒结构体破坏率可知,灌丛土壤结构与稳定性最好,其次为天然草地,人工草地最差;表层土壤微团粒结构分形维数在2.360~2.487之间,大小顺序为天然草地>乔木林地>坡耕地>人工梯田>人工草地>果园>灌丛,灌丛有助于促进土壤微结构形成,分形维数与0.25~0.05 mm和>0.001 mm粒级土壤微团粒含量呈极显著负相关(P<0.01),与<0.001 mm粒级土壤微团粒含量呈极...

黄土丘陵区土壤团聚体分形特征及其对植被恢复的响应

采用计算分形维数的方法,对黄土丘陵区典型草原带土壤团聚体的分形特征及其对植被恢复的响应进行研究。结果表明:1)在植被恢复初期,土壤>10 mm粒级的团聚体含量在0~20和20~40 cm层次均较高,含量为331.4~525.6 g/kg。随植被恢复年限增加,10~7、7~5、5~3、3~2、2~1 mm粒级的团聚体绝对含量下降差异不明显。1~0.5、0.5~0.25和<0.25 mm小粒级土壤团聚体含量,在植被恢复初期(7 a)较高。2)随着植被恢复年限增加,土壤>5 mm粒级的水稳性团聚体含量相对下降很快,恢复7 a之后,大粒级土壤团聚体表现为上层含量比下层含量低的趋势。相对于干筛结果而言,土壤水稳性团聚体的粒径分布更为均匀、稳定,恢复7 a之后的土壤>0.25mm团聚体含量占到40%~50%,而>5 mm的土壤团聚体则占10%~23%。植被恢复过程中,土壤团聚体由大的团块向小颗粒的土壤团聚体转换,粒径分布更为均匀,土壤结构逐渐改善。3)不同恢复年限土壤团聚体分形维数变化范围为表层2.75~2.86,表下层2.77~2.89,变化范围小,20~40 cm土层的分形维数大于0~20 cm,恢复植被可使土壤分形...

边坡工程的极限分析上限法

Theory of limit analysis include upper bound theorem and lower bound theorem. To deal with slope stability analysis by limit analysis is to approximate the real solution from upper limit and lower limit. The most used method of limit analysis is upper bound theorem, therefore it is often applied to slope engineering in many cases. Although upper bound approach of limit analysis can keep away from vague constitutive relation and complex stress analyses, it also can obtain rigorous result. Assuming the critical surface is circular slip surface, two kinematically admissible velocity fields for perpendicular slice method and radial slice method can be established according to the limit analysis of upper bound theorem. By means of virtual work rate equation and strength reduction method, the upper-bound solution of limit analysis for homogeneous soil slope can be obtained. A log-spiral rotational failure mechanism for homogeneous slope is discussed from two different conditions which represent the position of shear crack passing the toe and below the toe. In the dissertition, the author also establishes a rotational failure mechanics with combination of different logarithmic spiral arcs. Furthermore, the calculation formula of upper bound solution for inhomogeneous soil slope stability problem can be deduced based on the upper bound approach of rigid elements. Through calculating the external work rate caused by soil nail, anti-slide pile, geotechnological grid and retaining wall, the upper bound solution of safety factor of soil nail structure slope, slip resistance of anti-slide pile, critical height of reinforced soil slope and active earth pressure of retaining wall can be obtained by upper bound limit analysis method. Taking accumulated body slope as subject investigated, with study on the limit analysis method to calculate slope safety factor, the kinematically admissible velocity fields of perpendicular slice method for slope with broken slip surface is proposed. Through calculating not only the energy dissipation rate produced in the broken slip surfaces and the vertical velocity discontinuity, but also the work rate produced by self-weight and external load, the upper bound solution of slope with broken slip surface is deduced. As a case study, the slope stability of the Sanmashan landslide in the area of the Three Gorges reservoir is analyzed. Based on the theory of limit analysis, the upper bound solution for rock slope with planar failure surface is obtained. By means of virtual work-rate equation, energy dissipation caused by dislocation of thin-layer and terrane can be calculated; furthermore, the formulas of safety factor for upper bound approach of limit analysis can be deduced. In the end, a new computational model of stability analysis for anchored rock slope is presented after taking into consideration the supporting effect of rock-bolts, the action of seismic force and fissure water pressure. By using the model, not only the external woke-rate done by self-weight, seismic force, fissure water pressure and anchorage force but also the internal energy dissipation produced in the slip surface and structural planes can be totally calculated. According to the condition of virtual work rate equation in limit state, the formula of safety factor for upper bound limit analysis can be deduced.

抽水引起岩溶塌陷的机理及非线性预测研究

Karst collapse is one of the most important engineering geology hazards in Karst district, which seriously endangers the living of humankind and the environment around us, as well as the natural resources. Generally speaking, there exist three processes of overburden karst collapse:the formation of soil cavity, the expansion of soil cavity and the fall of the cavity roof. During these processes, groundwater is always the most active factor and plays a key role. Pumping will bring into the great change of groundwater in flow state, flowrate, frequency of fluctuation as well as hydraulic gradient and will speed the fall. Statistics shows that most of the man-made karst collapse are induced by pumping, so studying the mechanism of Karst collapse induced by pumping will provide theoretical base for the prediction and precaution of collapse. By theoretically studying the initial condition for the forming and expanding of a soil cavity, Spalling step by step the essential mechanism of Karst collapse induced by pumping is put forward. The catastrophe model for the collapse induced by pumping is set up to predict the fall probability of a cavity roof, and the criterion for the collapse is determined. Simultaneously, Karst collapse induced by pumping is predicted with manmade neural network theory. Finally, the appropriate precaution measurements for the collapse induced by pumping are provided. The creative opinions of the paper is following: The initial condition of forming a soil cavity is put forwarded as formula (4-1-5), (4-1-24),(4-1-25) and (4-1-27); which provide theoretical base for foreclosing the formation of a soil cavity and defending collapse. Spaliing step by step as the essential mechanism of Karst collapse induced by pumping is put forward. The spaliing force is defined as formula (4-2-15). The condition for the expanding of a soil cavity is that spaliing force is greater than tensile strength of soil. The stability of a soil cavity is first studied with catastrophe theory. It is concluded that the process of development up to ground collapse of a small cavity is continuous, however, the process of a big cavity is catastrophic. It is feasibility that the Karst collapse be predicted with manmade neural network theory as a new way.

Wave-soil-pipe coupling effect on submarine pipeline on-bottom stability

Wave-soil-pipe coupling effect on the untrenched pipeline stability on sands is for the first time investigated experimentally. Tests are conducted in the U-shaped water tunnel, which generates an oscillatory how, simulating the water particle movements with periodically changing direction under the wave action. Characteristic times and phases during the instability process are revealed. Linear relationship between Froude number and non-dimensional pipe weight is obtained. Effects of initial embedment and loading history are observed. Test results between the wavesoil-pipe interaction and pipe-soil interaction under cyclic mechanical loading are compared. The mechanism is briefly discussed. For applying in the practical design, more extensive and systematic investigations are needed.

Effects of rainfall infiltration on the stability of soil slopes

Slope failure due to rainfall is a common geotechnical problem. The mechanics of rainfall induced landslides involves the interaction of a number of complex hydrologic and geotechnical factors. This study attempts to identify the influence of some of these factors on the stability of soil slope including rainfall intensity, hydraulic conductivity and the strength parameters of soil.