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1.
Field investigation of erosion resistance of common grass species for soil bioengineering in Hong Kong 总被引：1，自引：0，他引：1
Grass cover is considered as a sustainable means of controlling soil erosion and enhancing durability of soil slopes. A number of grass species are commonly available for soil bioengineering in Hong Kong, but their capacities to control soil erosion have not been characterized quantitatively. The main objectives of this paper are to study the influence of soil density on characteristics of grass roots, to measure the erodibility parameters of the root-permeated soils at two growth stages, and to select the proper Hong Kong grass species that effectively control soil erosion. Three types of Hong Kong turf grass including Cynodon Dactylon, Paspalum Notatum, and Zoysia Matrella were planted on three soil grounds with degrees of compaction of 80, 90, and 100 %, respectively. The featural parameters of grass roots on each compacted ground, including root mass density, root volume density, and root depth, were measured in two growth stages. A jet index apparatus was applied to measure two erodibility properties (i.e., coefficient of erodibility and critical shear stress) of these vegetated soils in the two test stages. Cynodon Dactylon and Zoysia Matrella have higher root mass density values than Paspalum Notatum does, and reduce the susceptibility of soil erosion more effectively. Therefore, the two grass species are suggested for soil bioengineering in Hong Kong. 相似文献
2.
Matthew A. McClerren Hiroshan Hettiarachchi Donald D. Carpenter 《Geotechnical and Geological Engineering》2012,30(4):881-892
Scour and erosion potential of a soil are closely related to each other. Similarities or differences between them have not been defined fully and the terms are often used interchangeably or in association with one another. Erodibility is a property of soil that describes erosion potential. Therefore, a proper understanding of erodibility should help predict scour more accurately. In the past, researchers have looked into erosion of soils with the ultimate objective of understanding the erodibility with respect to the standard geotechnical properties. Most research has shown the difficulties associated with correlating erodibility to any one or more soil properties. The research described in this paper is mainly focused on the relationship between erodibility and dry unit weight of soil with varying fractions of fines. Soils tested using laboratory Jet Erosion Test (JET) indicated that the logarithm of erodibility makes a linear inverse relationship with the dry unit weight. In situ JETs confirmed the range of erodibilities established by the laboratory JETs. The best correlations between erodibility and dry unit weight appeared within a single category of soil as classified by the Unified Soil Classification System. In addition, it was also determined that the logarithm of erodibility is inversely related to the angle of internal friction of the fluvial soils tested during this investigation. 相似文献
3.
粘性土体具有较强的抗冲能力,其抗冲性强弱决定了河岸的侵蚀速率。为了估算河岸的侵蚀速率,确定粘性土体的起动条件、侵蚀系数及两者之间的数量关系非常重要,为此开展了荆江段河岸粘性土体起动条件与冲刷特性的水槽试验研究。根据试验结果获得了粘性土体的起动流速与土体液限/自然含水率之间关系以及起动切应力与干密度、起动切应力与液性指数之间的定量表达式,综合反映了粘性土起动条件与其物理性质指标之间的关系;结合冲刷特性试验结果,还获得了土体侵蚀系数随起动切应力的变化规律,并与已有其他试验结果进行了比较。结果表明:荆江河岸粘性土侵蚀系数均比相同条件下其他公式计算值偏大,这与该试验土体中粘粒含量相对较低、土体结构受到扰动等因素有关;根据试验结果,拟合得到了荆江河岸粘性土侵蚀系数与起动切应力之间定量关系式,其相关系数R2=0.90,故该关系式能为荆江段崩岸过程的计算提供参考依据。 相似文献
4.
5.
Field testing of erodibility of two landslide dams triggered by the 12 May Wenchuan earthquake 总被引：4，自引：3，他引：1
A strong earthquake of magnitude 8 in Richter scale, occurred in Sichuan Province, China on 12 May 2008, triggered about 257
landslide dams. The erodibility of fresh landslide deposits plays an important role in evaluating the initiation and development
of breaching of such landslide dams. In this research, field jet index tests were conducted shortly after the earthquake at
27 locations on the Hongshihe landslide dam and the Libaisi landslide dam. The purpose of these tests was to investigate the
erodibility of freshly deposited landslide soils. The landslide deposits are broadly graded. The bulk density increases and
the coefficient of erodibility decreases with the depth of deposition. The erodibility of the fresh landslide deposits falls
into a moderately resistant category and the fresh deposits are much more erodible than the native geomaterials before the
earthquake. The main factors that control soil erodibility are found to be grain-size distribution, void ratio, fines content,
and plasticity index. Particularly, the coefficient of erodibility decreases exponentially with the degree of compaction.
Two empirical equations are developed for estimating the coefficient of erodibility and critical erosive shear stress of the
freshly deposited landslide soils based on their basic soil properties. 相似文献
6.
《Geomechanics and Geoengineering》2013,8(1):59-69
Arid regions worldwide are plagued by collapsible soils. Collapsible soil is characterised by the sudden decrease in volume that occurs when it is subjected to inundation under constant stress. This volume change manifest itself as drastic and unpredicted foundation settlement, which may lead to further catastrophic failure of the supported structures. Collapse settlement is the term applied to the additional settlement of a foundation due to wetting of the underlying soils. The results of an experimental investigation of the effects of the saturation of soil with water, kerosene, and crude oil, and of the effects of the fluid head on the magnitude, degree, and rate of collapse of the underlying soil are presented in this paper. Soil erodibility is presented in terms of the applied hydraulic shear stress and the rate of erosion. The relationship between soil erosion and the magnitude and rate of collapse is examined. Empirical methods for the prediction of the magnitude and rate of collapse of a soil saturated with the test fluids and subjected to a hydraulic constant head are proposed. 相似文献
7.
Abdolreza Osouli Parham Safarian Bahri 《Geotechnical and Geological Engineering》2018,36(5):2823-2838
Characterizing soil erosion and predicting levee erosion rates for various levee soils and storm conditions during floodwall overtopping events is necessary in designing levee-floodwall systems. In this study, a series of laboratory scaled levee-floodwall erosion tests were conducted to determine erosion characteristics of fine grained soils subject to overtopping from different floodwall heights with variable flow-rates. A decreasing rate of erosion was observed as a pool of water was generated in the created scour hole at the crest of the levee model. The erosion rates were also assessed using jet erosion test (JET) and erosion function apparatus (EFA) tests. The results of levee-floodwall overtopping along with soil geotechnical characteristics such as plasticity index, compaction level, and saturation level of the levee soils as well as hydraulic parameters such as water overtopping velocity were used to develop a levee-floodwall erosion rate prediction model. Then, the results of JET and EFA were integrated to develop another prediction model for levee-floodwall erosion rate estimation. Consequently, the prediction models were evaluated by conducting additional tests and comparing the prediction results with the actual measured erosion rates. 相似文献
8.
On the effect of moisture bonding forces in air-dry soils on threshold friction velocity of wind erosion 总被引：5，自引：0，他引：5
SUJITH RAVI TED M. ZOBECK† THOMAS M. OVER‡ GREGORY S. OKIN PAOLO D'ODORICO 《Sedimentology》2006,53(3):597-609
Wind erosion is a dominant geomorphological process in arid and semi-arid regions with major impacts on regional climate and desertification. The erosion process occurs when the wind speed exceeds a certain threshold value, which depends on a number of factors including surface soil moisture. The understanding and modelling of aeolian erosion requires a better understanding of the soil erodibility associated with different moisture conditions. In arid regions during the dry season, the atmospheric humidity plays an important role in determining the surface moisture content and the threshold shear velocity. By a series of wind tunnel tests and theoretical analyses, this dependence of threshold velocity on near surface air humidity is shown for three soils of different textures: sand, sandy loam, and clay loam. The results show that the threshold shear velocity decreases with increasing values of relative humidity for values of relative humidity between about 40% and 65%, while above and below this range the threshold shear velocity increases with air humidity. A theoretical framework is developed to explain these dependencies assuming an equilibrium between the surface soil moisture and the humidity of the overlying atmosphere. The conditions under which soil-atmosphere equilibrium occurs were tested experimentally in the laboratory for different soils in order to determine the effect of grain surface area and texture on the time required to reach equilibrium starting from different initial conditions. 相似文献
9.
The characteristics and the erodibility potentials of soils from Benin, Ogwashi-Asaba, and Nanka formations in Anambra state, Nigeria were studied. The study involved an integration of field observations, geotechnical analyses, and topographical modelling. About ten gullies were identified in the field. However, six major gullies labeled BN1, BN2, OA1, OA2, NK1, and NK2 were chosen and studied extensively to represent the three geologic formations. The results showed that soil properties, anthropogenic activities, topography, fierce surface runoff, and sparse vegetation are the factors that commonly and systematically influence the characteristics and erodibility potentials of all these soils. However, anthropogenic activities and soil properties play the most, dominant roles in the erosional processes. The specific gravity of the soils are similar, with values ranging from 2.50 to 2.69. Compaction test revealed all the soils were loose and collapsible. Grain size analysis further revealed that they have low content of fines (<25%, except for OA1 with 58.87%). The plasticity index of the fines indicated that they are nonplastic to low plastic soils (values range from 0–12%). The soils are highly to moderately permeable, with values ranging from 4.22×10?6m/sec to 4.34×10?4m/sec. All have low cohesion ranging from 1–7kPa, except for the OA1 with 27kPa. Based on the study, the three geologic formations have similar characteristics and high erodibility potentials; though OA1 has varied characteristics and thus, lower erodibility potential. 相似文献
10.
The present study aims to investigate the relationships between several soil parameters (texture, organic matter and CaCO3 content) and the threshold wind velocity and erodibility of different soil types. Our aim was to determine the role of these soil parameters play in soil loss due to wind erosion and also to statistically evaluate these correlations. The erodibility studies were carried out in wind tunnel experiments, and the resulting data were analysed with multiple regression analysis and the Kruskal-Wallis test. We found that both the threshold wind speed and the erodibility of soils were mostly determined by silt fraction (0.05–0.02 mm), while sand fractions had a lesser effect on it. Our experiences with organic matter and CaCO3 similar, i.e. in spite of their correlation with the erosion, their contribution was not significant in the multivariate regression model. Consequently, based on mechanical composition of soils, one can predict threshold wind velocity and erodibility of soils. 相似文献
11.
Zaid Bahaeldeen Vollert Florian Gibmeier Jens Mengel Lena Stelzer Oliver Schneider Achim 《Acta Geotechnica》2023,18(2):865-876
Acta Geotechnica - The hole erosion test (HET) was developed to simulate piping erosion and to study the erosion parameters of cohesive soils. The erosion rate in the HET is evaluated by the... 相似文献
12.
河口入海泥沙沉积固结过程中抗侵蚀性的变化直接决定着沉积物的再悬浮和二次迁移,对河口岸滩的稳定具有重要决定作用。在现代黄河三角洲潮滩模拟入海泥沙快速沉积,现场测试不同固结时间沉积物的抗侵蚀性和物理力学指标的变化。研究发现,黄河入海泥沙沉积物的抗侵蚀性随固结时间增长迅速提高,当沉积固结时间达8h时,其临界侵蚀切应力就超过了原状潮滩表层沉积物;新沉积泥沙的临界侵蚀切应力与其重度、贯入阻力、剪切强度呈良好的正相关关系,与含水率呈良好的负相关关系。黄河入海泥沙临界侵蚀流速的试验值随固结时间的增长速率要高于各泥沙起动公式计算值的增长速率,前者是后者的1.5～4.1倍。 相似文献
13.
Internal instability is a phenomenon of fine particle redistribution in granular materials under the seepage action and consequent change in the soil’s internal structure and hydraulic and mechanical properties. It is one of the primary causes of failures of sand-gravel foundations and embankment dams. The criteria establishment is considered the key to solving the erosion problems, so the existing internal stability criteria need a review and classification to study the recent development trends in soil seepage and erosion. Therefore, this paper aims at reviewing the internal stability factors of gap-graded soil with a focus on the internal erosion mechanism and internal stability evaluation based on geometric and hydraulic criteria. Firstly, the paper compared the effect of several commonly used geometric criteria for gap-graded soil evaluation, such as particle size, fine content, void ratio, and fractal dimension. Furthermore, it provided a hydraulic criteria overview and analyzed the effects of the hydraulic gradient, hydraulic shear stress, confining pressure, and pore velocity on internal erosion. The geometric–hydraulic coupling methods were introduced, with a detailed elaboration of the erosion resistance index method based on accumulated dissipated energy. The capabilities and limitations of these criteria were discussed throughout the paper. It was found that combined Kezdi’s criterion and Kenney and Lau’s criterion is more reliable to evaluate internal stability of soil. The gap-graded soil with fine particle content higher than 35% is not necessarily internally stable. Finally, the energy-based method (erosion resistance index method) can effectively reproduce the total amount of erosion mass and the final spatial distribution of fine particles and identifies erosion. The review's outcome can be used as a basis to evaluate the internal erosion risk for gap-graded soils. The evaluation methods discussed here can help identify the zones of relatively high erosion potential.
相似文献14.
无论是原状土还是重塑土均存在初始结构性,土体初始结构所抵抗的剪应力为土体结构强度。为了研究无胶结粗粒土初始结构强度,定义了粗粒土剪切过程中初始结构变化点特征,并根据大于20 mm粗颗粒含量将粗粒土划分为4种结构类型,采用可视化直剪仪对不同结构特征的粗粒土进行直剪试验,通过剪切过程中粗粒土平面孔隙比、配位数、概率熵等3种初始结构指标的数值大小及变化趋势,来确定不同初始结构的粗粒土结构临界强度。结果表明:不同初始结构类型粗粒土在相同正应力、相同颗粒种类的情况下,其抗剪强度大小与结构强度占比大小的排序一致,表明了颗粒结构强度在抵抗剪应力的整个过程中起到了重要作用。4种初始结构类型粗粒土平均结构强度占比为36.27%,即结构强度占峰值抗剪强度的36.27%,其中排列接触结构的结构强度占比最高,为36.62%,其次为镶嵌结构36.61%,悬浮密实结构35.99%,叠置结构的结构强度占比最低,为35.87%。 相似文献
15.
三轴试验抗剪强度参数值回归分析法的区别与修正 总被引：3，自引：0，他引：3
对岩土三轴试验数据采用两种线性回归法计算所得的抗剪强度参数c、φ值会有差别。为了揭示这两种回归方法差别的根本原因,深入最小二乘法线性回归的基本原理指出,按大小主应力回归的结果是最佳估值,而按p-q曲线回归的计算结果不可靠,为了得到统一的结果,对后者所基于的最小二乘法进行了修正;推导了修正后的回归系数计算公式,证明了修正后两种方法得到的结果相同,并用一组千枚岩三轴试验数据进行了验证。结果表明,修正后用这两种方法确定三轴试验抗剪强度参数值都将得到同样的最佳无偏估值。 相似文献
16.
Azirou Samira Benamar Ahmed Tahakourt Abdelkader 《Geotechnical and Geological Engineering》2021,39(6):4181-4194
Filters managed in zoned dams are designed according to criteria based on the grain size distribution of both filter and eroded soil. However, the constriction size distribution of the filter is the key parameter which governs the filter retention process of flowing eroded particles. To assess the filter efficiency regarding eroded particles, several filters and base soils are tested in a vertical cell with a configuration coupling erosion and filtration processes. For setting the boundary condition of eroded particles at the filter inlet, hole erosion test (HET) was performed on the base soil. The investigation of the evolution of filter behavior shows that the void ratio and the grain shape are of a great influence on filter efficiency. A new approach of filter clogging was proposed by evaluating a damage index which is affected by various parameters such as the ratio D15/d85 and the size of eroded particles. An approach linking the geometrical parameters (damage index) to the hydraulic conductivity leads to an estimation of the filter performance which provides a more quantifiable and realistic criterion. The results indicate that even existing criteria were not met; the tested filters remain efficient as regards to experimental data. An analytical approach based on constrictions size distribution was used and pore reduction was matched with experimental results.
相似文献17.
低速滑坡的缓慢活动特征受其滑带岩土的蠕变行为控制。但是,新生型低速滑坡和复活型低速滑坡滑带岩土的蠕变行为显然分属于峰前状态和残余状态下的蠕变行为。两种状态下滑带岩土蠕变行为有何差异,国内外尚无明确认识。为此,本文以取自两个典型巨型低速滑坡——甘肃舟曲泄流坡滑坡和锁儿头滑坡滑带的含角砾黏性土为研究对象,分别采用直接剪切蠕变试验和直剪反复剪后的直剪蠕变试验方法,对比研究了峰前状态和残余状态下黏性土的剪切蠕变行为。研究发现,峰前状态和残余状态下,黏性土剪切蠕变均呈现阶段性,各阶段转换的临界剪应力均与正应力水平和角砾含量正相关。但是,峰前状态下黏性土蠕变具有明显的稳定蠕变阶段;残余状态下黏性土蠕变缺失这一阶段;前者加速蠕变临界剪应力大于后者、但小于峰值强度,后者加速蠕变临界剪应力略微大于残余强度。两种状态下,黏性土蠕变行为差异的根本原因在于土体内部的不同结构。 相似文献
18.
《Earth》2007,80(1-2):75-109
The soil's resistance to concentrated flow erosion is an important factor for predicting rill and (ephemeral) gully erosion rates. While it is often treated as a calibration parameter in process-based soil erosion models, global change studies require the estimation of erosion resistance from measurable soil properties. Several laboratory and field experiments have been conducted to determine the erosion resistance of various types of soils, but no attempts have been made hitherto to summarize all these data and to explore them for general trends. In this study, all available data on the resistance of topsoils to concentrated flow erosion in terms of channel erodibility (Kc) and critical shear stress (τcr) has been collected together with all soil and environmental properties reported in literature to affect the soil erosion resistance. Reported Kc values for cropland topsoils range between 0.002 10− 3 s m− 1 and 250 10− 3 s m− 1 (n = 470), whereas τcr values range between 0 and 15 Pa (n = 522). It is demonstrated that so far, the heterogeneity of measurement methods, the lack of standardized definitions and the shortcomings of the flow shear stress model hamper the comparability of soil erosion resistance values from different datasets. Nevertheless, combining Kc and τcr data from different datasets, a general soil erosion resistance ranking for different soil textures can be proposed. The compiled dataset also reveals that tillage practices clearly affect Kc (Kc for conventional tillage > Kc for reduced tillage > Kc for no tillage) but not τcr.It was concluded that Kc and τcr are not related to each other and that soil and macro-environmental properties affecting the foremost do not necessarily affect the latter as well and vise versa. Often Kc seems to be a more appropriate parameter than τcr to represent the differences in soil erosion resistance under various soil and environmental conditions (e.g. bulk density, moisture content, consolidation, tillage). The two parameters represent different quantities and are therefore both needed to characterize the soil's resistance to concentrated flow erosion. 相似文献
19.
利用四联装等应变直剪仪,对南宁非饱和重塑膨胀土进行一系列室内剪切应力松弛试验,探讨南宁非饱和重塑膨胀土的剪切应力松弛特性,得到诸多有益的结论。试验结果表明,不同初始条件下的剪切应力松弛曲线均属于不完全衰减型,剪切应力逐渐减少并趋于一个稳定值;膨胀土的松弛曲线都可以明显的分成3个阶段：瞬间松弛阶段、衰减松弛阶段、稳定松弛阶段。不同初始条件下不同时刻的剪切应力-应变等时关系曲线都是非线性的曲线,说明南宁膨胀土具有明显的非线性流变特性,是弹、黏、塑性体。膨胀土的含水率越高,或者竖向荷载越小,或者初始应变越大,或者时间越长,则膨胀土的流变特性及其非线性程度就越高。对试验结果的分析,通过改进剪切应力对数与时间对数的线性关系,建立南宁膨胀土在直剪条件下的非线性剪切应力松弛经验方程,能较好地拟合试验结果。非线性经验模型考虑了应变水平对应力松弛的影响,直观地反映出南宁膨胀土的非线性应力松弛特性,更加符合工程实际,可为膨胀土非线性应力松弛问题的计算分析提供理论依据。 相似文献
20.
Alberto Burghignoli Salvatore Miliziano Fabio M. Soccodato 《Geotechnical and Geological Engineering》2010,28(6):815-833
This paper describes the main findings of a laboratory study on the mechanical behaviour of cemented geologically normally
consolidated lacustrine clayey soils from two sites, Bacinetto (BA) and Avezzano (AZ), in the Fucino basin (Italy). One-dimensional
and triaxial compression tests were carried out in order to investigate the effects of the presence and of the progressive
degradation of the interparticle cementation bonds. The two tested soils showed quite different physical and mechanical properties,
the more apparent ones being plasticity and yield stress values. The experimental results allowed the gross yield curves and the critical state conditions to be identified for both soils (BA clay and AZ silt). A number of typical
features generally exhibited by cemented soils were clearly apparent: yield stresses greater than the in situ stress states,
both soils being geologically normally consolidated; high values of compressibility index after yielding, which gradually
reduce with increasingly applied stresses; strength reductions associated with a globally contractive behaviour. A convenient
normalisation of the experimental results, in which the critical state conditions are assumed as a reference state, allowed
the effects of cementation bonds and of their progressive degradation to be highlighted. In particular, BA samples were found
to be characterised by different structures related to different degrees of cementation. Furthermore, despite the larger values of the yielding stresses exhibited by AZ silt, stronger effects of
cementation are apparent in BA soil. Experimental results seem to indicate that at high values of the applied stress and strain
paths, when bonds are largely damaged, the structures of the natural and parent reconstituted BA soil continue to be different. 相似文献