深厚覆盖层地基潜蚀研究综述     

罗玉龙  张兴杰  张海彬  盛金昌  詹美礼  王惠民  何淑媛 《岩土力学》2022,43(11):3094-3106

潜蚀是深厚覆盖层渗透稳定性问题中比较主要和突出的一种表现型式,开展深厚覆盖层潜蚀问题的相关试验及理论研究,对于保障中国已建、待建重大水电工程的安全均具有重要的理论和实际意义。首先,区分了潜蚀与向后侵蚀管涌,指出潜蚀与向后侵蚀管涌的发生机制完全不同,两者不能混淆在一起。与向后侵蚀管涌相比,潜蚀更具隐蔽性,其发生发展机制更加复杂。其次,从潜蚀发生的几何条件、水力条件及潜蚀数学模型等3个方面详细梳理总结了潜蚀研究的相关进展。最后,结合雅鲁藏布江下游水电开发等国家重大工程,提出未来应着重加强对原状覆盖层土体内部稳定性评价,对极端条件、复杂渗流条件、复杂地层条件下潜蚀发生发展机制,潜蚀时间效应及其长期影响的评价和控制,对潜蚀本构关系及其数学模型等方面的试验及理论研究。  相似文献   

缺级粗粒土管涌类型的判别方法   总被引：1，自引：0，他引：1  

陈群  刘黎  何昌荣  朱分清 《岩土力学》2009,30(8):2249-2253

利用大型渗透变形仪,对不同最大粒径和细粒含量的缺级粗粒土的渗透破坏特性进行了系统的试验研究。研究结果表明,缺级粗粒土在细料含量小于30 %的情况下都发生管涌型渗透破坏,基本符合前人提出的判别流土和管涌的准则。管涌破坏的类型可划分为发展性管涌和非发展性管涌两种,采用刘杰和康德拉且夫对发展性和非发展性管涌的判别方法都不能区分本次试验的管涌破坏类型。在康德拉且夫提出的判别粗粒土管涌类型的方法的基础上,考虑细料对粗料孔隙的填充程度及试样中缺级颗粒百分含量的影响,建立了缺级粗粒土管涌类型的判别式,为缺级粗粒土管涌类型的判别提供了新的思路和方法。  相似文献   

Factors underlying piping in the Basilicata region, southern Italy   总被引：1，自引：0，他引：1  

Jamshid Farifteh  Robert Soeters 《Geomorphology》1999,26(4):185

Piping/tunnelling erosion is a widely spread process in the Plio-Pleistocene marine clays of the Basilicata region in southern Italy. The pipes are often closely concentrated along the surface drainage networks at different depths with a tunnel (length) and a diameter varying from just a few centimetres to some metres. The formation and evolution of pipes in the badlands can be explained through: (1) geo-structural characteristics of the clay, (2) material properties such as a high exchangeable sodium percentage, (3) favourable climatic conditions, and (4) hydraulic gradient along the path controlled by the gully or ravine bottom that is acting as a local drain. The exposure and the extension of joints at the surface and in the bedrock along the slope are the main factors required for development of the pipes. The absence of the piping erosion on the slopes, where a reasonably thick layer of the soil material covers the open joints, shows that although certain material properties and climatic conditions play an important role, they are not sufficient to develop extensive piping erosion in the area.  相似文献   

在钻孔内作管涌试验的方法及其讨论     

时拓青 《贵州地质》2000,17(1):66-69

采用在钻孔内作管涌试验的方法对黑石山水库坝址构造破碎带在钻孔中作了管涌试验,取得了临界水力坡降、管涌位置和管涌情况等地质勘察资料.  相似文献   

南宁市邕江防洪大堤管涌地质灾害预测方法     

聂乐昌  玉才诚 《地质灾害与环境保护》2000,11(2):188-191

邕江防洪水堤是南宁市唯一抵御洪水侵害的防线,其堤基为河床和河漫滩相冲洪积物。下部中、粗砂层和圆砾层属管涌层;中部粉砂层、粉土层属流土层;上部粘性土层;底部为第三系泥岩层。本文通过对场地管涌县、流土层判别、水文地质条件概化、地下水回水位预测、盖层变形破坏预测和地下水水力坡降计算,来预测场地发生管涌地质灾害的可能性。  相似文献   

Can soil piping impact environment and society? Identifying new research gaps     

Anita Bernatek-Jakiel  Estela Nadal-Romero 《地球表面变化过程与地形》2023,48(1):72-86

Soil piping is a widespread, although often overlooked land degradation process. So far, subsurface soil erosion studies have been focused on the importance of soil piping in hydrological and geomorphological processes, and factors controlling piping processes. Nowadays, the environmental changes being caused by the Anthropocene have clearly demonstrated that society depends on soil more than ever before, so the traditional studies of soil erosion processes need to be redefined. In that sense, geomorphologists face to overcome new piping-related problems. In this article we identify new possible areas of research: (i) soil pipes and pipe collapses (PCs) as natural hazards, (ii) role of soil piping in carbon cycle, (iii) soil pipes and PCs and their relationships with biodiversity, and (iv) piping-affected areas as geodiversity sites. Only better recognition of natural hazards driven by soil piping, such as land subsidence and degradation, landslides, flooding and off-site sediment effects may result in better prevention and control measures in piping-affected areas. Moreover, in the context of Global Change the role of soil piping in carbon cycle should be raised. Land-use and land-cover changes, as well as climate change may affect piping dynamics in different morphoclimatic regions and soil loss due to piping may lead to carbon loss. Soil pipes and PCs are closely interlinked with biodiversity, both positively and negatively. Piping erosion may directly and indirectly destroy vegetation and animals, although in some cases piping erosion may create new habitats and provide favourable conditions for some species. However, soil piping is not only an environmental and societal problem, but it may also contribute to the world geodiversity, which is clearly observed in badland sites. Piping erosion may have a significant impact on environment and society, thus further research with new questions is essential to provide knowledge for sustainable development.  相似文献   

The role of soil pipe and pipeflow in headcut migration processes in loessic soils     

Ximeng Xu  Glenn V. Wilson  Fenli Zheng  Qiuhong Tang 《地球表面变化过程与地形》2020,45(8):1749-1763

Headcut formation and migration was sometimes mistaken as the result of overland flow, without realizing that the headcut was formed and being influenced by flow through soil pipes into the headcut. To determine the effects of the soil pipe and flow through a soil pipe on headcut migration in loessic soils, laboratory experiments were conducted under free drainage conditions and conditions of a perched water table. Soil beds with a 3-cm deep initial headcut were formed in a flume with a 1.5-cm diameter soil pipe 15 cm below the bed surface. Overland flow and flow into the soil pipe was applied at a constant rate of 68 and 1 l min⁻¹ at the upper end of the flume. The headcut migration rate and sediment concentrations in both surface (channel) and subsurface (soil pipe) flows were measured with time. The typical response was the formation of a headcut that extended in depth until an equilibrium scour hole was established, at which time the headcut migrated upslope. Pipeflow caused erosion inside the soil pipe at the same time that runoff was causing a scour hole to deepen and migrate. When the headcut extended to the depth of the soil pipe, surface runoff entering the scour hole interacted with flow from the soil pipe also entering the scour hole. This interaction dramatically altered the headcut processes and greatly accelerated the headcut migration rates and sediment concentrations. Conditions in which a perched water table provided seepage into the soil pipe, in addition to pipeflow, increased the sediment concentration by 42% and the headcut migration rate by 47% compared with pipeflow under free drainage conditions. The time that overland flow converged with subsurface flow was advanced under seepage conditions by 2.3 and 5.0 min compared with free drainage conditions. This study confirmed that pipeflow dramatically accelerates headcut migration, especially under conditions of shallow perched water tables, and highlights the importance of understanding these processes in headcut migration processes. © 2020 John Wiley & Sons, Ltd.  相似文献   

Solar Prediction of Climatic Change     

Hurd C. Willett 《自然地理学》2013,34(2):95-107

In their broad synoptic features the basic hemispheric patterns of climate, on which the patterns of climatic change depend, fall into two distinctive categories, the zonal and meridional. Distinctive synoptic features of the primary zonal patterns are first described. Then statistically significant relationships are examined between the temporal changes in these patterns and the long secular cycles of sunspot and related variable solar activity. It is these relationships that lend them selves to the statistical prediction of long-term climatic trends. Possible physical linkage between disturbing solar impulses and atmospheric response is suggested. A significant relationship between zonal climatic patterns and shorter term (22 years) double sunspot cycles is noted. Distinctive syn optic features of the primary meridional patterns of climate and climatic change are then described. They are of short duration and relate significantly only to double sunspot (DSS) and shorter cycles, notably at higher latitudes and during the winter season. They are apparently responsive to solar corpuscular (solar wind) impulses in contrast to the apparent response of the zonal long-term trend patterns of change to solar electromagnetic (radiational) changes. The research approach best suited to investigate the physical mechanism of solar-climatic linkage is discussed as a necessary basis for the development of effective models for the solar prediction of climatic change.  相似文献   

Soil loss rates due to piping erosion   总被引：1，自引：0，他引：1  

E. Verachtert  W. Maetens  M. Van Den Eeckhaut  J. Poesen  J. Deckers 《地球表面变化过程与地形》2011,36(13):1715-1725

Compared with surface soil erosion by water, subsurface erosion (piping) is generally less studied and harder to quantify. However, wherever piping occurs, it is often a significant or even the main sediment source. In this study, the significance of soil loss due to piping is demonstrated through an estimation of soil volume lost from pipes and pipe collapses (n = 560) in 137 parcels under pasture on loess‐derived soils in a temperate humid climate (Belgium). Assuming a period of 5 to 10 years for pipe collapse to occur, mean soil loss rates of 2.3 and 4.6 t ha^?1 yr^?1 are obtained, which are at least one order of magnitude higher than surface erosion rates (0.01–0.29 t ha^?1 yr^?1) by sheet and rill erosion under a similar land use. The results obtained for the study area in the Flemish Ardennes correspond well to other measurements in temperate environments; they are, however, considerably smaller than soil loss rates due to subsurface erosion in semi‐arid environments. Although local slope gradient and drainage area largely control the location of collapsed pipes in the study area, these topographic parameters do not explain differences in eroded volumes by piping. Hence, incorporation of subsurface erosion in erosion models is not straightforward. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

The scaling law in the hole erosion test with a constant pressure drop     

Stéphane Bonelli  Olivier Brivois 《国际地质力学数值与分析法杂志》2008,32(13):1573-1595

A process called ‘piping’, which often occurs in the soil at dams, levees, and dykes, involves the formation and development of a continuous tunnel between upstream and downstream ends. The hole erosion test is commonly used to quantify the critical stress and the rate of piping erosion progression. The aim of this study is to draw up a model for interpreting the results of this test. A characteristic internal erosion time is defined and expressed as a function of the initial hydraulic gradient and the coefficient of surface erosion. It is established here that the product of the coefficient of erosion and the flow velocity is a significant dimensionless number: when this number is small, the kinetics of erosion are low, and the particle concentration does not have any effect on the flow. This finding applies to most of the available test results. Theoretical and experimental evidence is presented showing that the evolution of the pipe radius during erosion with a constant pressure drop obeys a scaling exponential law. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献