固化疏浚淤泥做堤防填筑材料的试验研究     

刘玉山  张大捷  易哲  颜廷舟 《岩土力学》2006,27(Z1):615-618

固化疏浚淤泥作为堤防填筑材料,既解决淤泥的处置,又可解决堤防建设中填土的缺乏。用灰渣胶凝材料（HAS）固化淤泥并测试固化淤泥土的主要物理力学性质,发现掺6 %灰渣胶凝材料固化后的淤泥土,在自然堆积28 d后的液塑限达到60 %,有机质含量降低到2 %,淤泥由原来的有机质高液限黏土（CHO）变成高液限粉质黏土（MH）,其28 d的无侧限抗压强度普遍大于1.4 MPa,凝聚力c≥100 kPa,内摩擦角?＞35°,渗透系数小于10-6 cm/s,远高于提防填筑材料的标准,表明灰渣胶凝材料固化改性淤泥成为堤防填土是可行的。  相似文献   

高钙粉煤灰加固促淤地基机理和性状试验研究   总被引：6，自引：0，他引：6  

周红波  李恒  王天龙  孙剑 《岩土力学》2004,25(5):783-788

结合高钙粉煤灰与上海浦东国际机场工期促淤软土拌和后加固土体的室内外试验,指出高钙粉煤灰足加固促淤软土地基的一种新型材料。基于在不同掺灰量、不同游离氧化钙含量和添加不同激发剂情形下拌和灰土的室内物理力学性能试验,探讨了高钙粉煤灰加固促淤软土的固化机理和工程特性,加固后土体在无侧限抗压强度、变形、渗透特性以及抗液化能力等方面均有明显改善,指出灰土强度与掺灰量、土体改性激发剂的品种和数量以及养护龄期有关,高钙灰与土体拌和后自膨胀特性下降为12％,消除了高钙灰的体积不稳定问题。现场进行粉喷桩加固软土地基试验表明,复合软土地基的极限承载力达到240kPa以上,可以替代水泥土搅拌桩,桩间土体强度和变形也得到改善。加固场地地下水质分析表明,高钙灰加固促淤软土地基不会影响地下水质和环境。  相似文献   

古尔班通古特沙漠短命植物分布及其沙面稳定意义   总被引：7，自引：3，他引：4  

王雪芹  蒋进  雷加强  ZHANG Weimin  QIAN Yibing 《地理学报(英文版)》2003,13(3):323-330

Based on systematically monitoring plants on dune ridges in the southern part of the Gurbantunggut Desert in 2002, this paper, from the angle of dune stabilization by vegetation,describes the temporal and spatial distribution patterns of ephemeral plants on isolated sand dunes,analyses the natural invasion processes of ephemeral plants on human-disturbed sand surface and expounds the importance of ephemeral plants in stabilizing sand dune surface. A total of 45 plant species were identified in the study area, 29 of which are ephemeral plants. Ephemeral plants sprouted in early April and completed their life-circle within about two months. Just as aeolian sand activities came to the strongest stage from April to June in desert regions of northern Xinjiang, the total coverage of trees, shrubs and herbs of long vegetational period on most dune ridges was less than 10%, while the mean coverage of ephemeral plants reached 13.9% in April, 40.2% in May and 14.1% in June. Therefore ephemeral plants acted as the major contributor to dune surface stabilization in the Gurbantunggut Desert.Investigations of vegetation restoration on engineering-disturbed dune surface show that ephemeral plants first recolonized the disturbed dune surface.  相似文献   

古尔班通古特沙漠短命植物分布 及其沙面稳定意义   总被引：64，自引：1，他引：63  

王雪芹  蒋进  雷加强  张伟民  钱亦兵 《地理学报》2003,58(4):598-605

从植被稳定沙面的角度出发,通过2002年对古尔班通古特沙漠南部沙垄表面植物种类、高度和盖度等的系统监测,阐明短命植物在单个沙丘上的时空分布规律。并对气象资料和人类活动扰动沙面后短命植物的自然侵入等进行综合分析,探讨沙面稳定中短命植物的重要作用。研究区总计有45种植物,其中短命植物29种。4月初短命植物萌动出土,在两个月左右的时间完成整个生长发育过程。4、5、6三个月正是北疆沙漠风沙活动强盛期,大部分沙垄表面乔灌木和长营养期草本植物盖度不足10%,而短命植物盖度则分别达到13.9%、40.2% 和14.1%,是古尔班通古特沙漠植被稳定沙面的主要贡献者。对工程行为扰动沙面后的植物恢复调查显示,短命植物是首先入侵的先锋植物。  相似文献   

利用低空视频检测道路车辆     

刘慧  李清泉  曾喆  高春仙 《武汉大学学报(信息科学版)》2011,(3):316-320

针对背景像素的移动,提出了SURF特征稳像和光流法向量相结合的新方法来解决低空视频的道路车辆检测。首先,检测两帧图像的SURF特征;再用最近邻匹配得到两幅图像的匹配点对;随后结合RANSAC和最小二乘法计算全局运动参数向量,获得稳定的帧;最后,根据稳定的帧计算光流法向量,并检测出运动车辆。实验结果表明,基于SURF算子的图像稳像算法在不损失稳像精度的前提下,能够提高图像稳像算法的速度,所提方法能够有效地检测出运动车辆。  相似文献   

三维滑坡推力计算方法探讨     

张常亮  李同录  李萍 《工程地质学报》2011,19(2):162-167

常规二维滑坡推力计算没有考虑其横向变化,导致设计过于保守,三维推力计算方法的提出则能体现滑坡推力的空间分布,解决二维存在的问题.本文在三维极限平衡法统一模型的基础上,建立了求解三维滑坡推力的统一公式.利用实例,通过二维推力计算与三维计算结果的对比分析,获得三维推力的横向分布函数,有效反映出三维滑坡推力的空间分布状态,所...  相似文献   

Softening,localization and stabilization: capture of discontinuous solutions in J2 plasticity     

M. Cervera  M. Chiumenti  C. Agelet de Saracibar 《国际地质力学数值与分析法杂志》2004,28(5):373-393

This paper exploits the concept of stabilization techniques to improve the behaviour of mixed linear/linear simplicial elements (triangles and tetrahedra) in incompressible or nearly incompressible situations. Elasto-J2-plastic constitutive behaviour has been considered with linear and exponential softening. Two different stabilization methods are used to attain global stability of the corresponding discrete finite element formulation. Implementation and computational aspects are also discussed, showing that a robust application of the proposed formulation is feasible. Numerical examples show that the formulation derived is free of volumetric locking and spurious oscillations of the pressure. The results obtained do not suffer from spurious mesh-size or mesh-bias dependence, comparing very favourably with those obtained with the standard, non-stabilized, approaches. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Formation temperatures determined from stochastic inversion of borehole observations     

S. B. Nielsen  N. Balling  H. S. Christiansen 《Geophysical Journal International》1990,101(3):581-590

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Subsurface grout barriers for ground stabilization in dolomite areas near Carletonville, South Africa     

C. J. U. Swart  A. van Schalkwyk 《Environmental Geology》2001,40(4-5):592-601

 Artificial lowering of the groundwater level in dolomitic aquifers of the Far West Rand gold mining area has led to the formation of hundreds of sinkholes and subsidences. Where ground movements develop in or around important structures, it has become standard practice to drill boreholes for exploration and to inject mine tailings (slimes), cement and water to fill cavernous zones and arrest further ground movements. Although this method of grouting has mostly been effective, some boreholes accepted such large quantities of grout that the operation became prohibitively expensive. This paper describes an experiment to construct subsurface barriers by pouring wet (high slump) concrete via closely-spaced lines of boreholes into cavernous zones beneath a depression on a provincial road. The barriers required a small quantity of concrete and the zone between barriers was quickly filled by grout. The lack of further ground movements confirmed the success of the project. Received: 22 May 2000 · Accepted: 18 July 2000  相似文献   

Gully prevention and control: Techniques,failures and effectiveness     

Amaury Frankl  Jan Nyssen  Matthias Vanmaercke  Jean Poesen 《地球表面变化过程与地形》2021,46(1):220-238

Gully erosion is a major environmental problem, posing significant threats to sustainable development. However, insights on techniques to prevent and control gullying are scattered and incomplete, especially regarding failure rates and effectiveness. This review aims to address these issues and contribute to more successful gully prevention and control strategies by synthesizing the data from earlier studies. Preventing gully formation can be done through land use change, applying soil and water conservation techniques or by targeted measures in concentrated flow zones. The latter include measures that increase topsoil resistance and vegetation barriers. Vegetation barriers made of plant residues have the advantage of being immediately effective in protecting against erosion, but have a short life expectancy as compared to barriers made of living vegetation. Once deeply incised, the development of gullies may be controlled by diverting runoff away from the channel, but this comes at the risk of relocating the problem. Additional measures such as headcut filling, channel reshaping and headcut armouring can also be applied. To control gully channels, multiple studies report on the use of check dams and/or vegetation. Reasons for failures of these techniques depend on runoff and sediment characteristics and cross-sectional stability and micro-environment of the gully. In turn, these are controlled by external forcing factors that can be grouped into (i) geomorphology and topography, (ii) climate and (iii) the bio-physical environment. The impact of gully prevention and control techniques is addressed, especially regarding their effect on headcut retreat and network development, the trapping of sediment by check dams and reduction of catchment sediment yield. Overall, vegetation establishment in gully channels and catchments plays a key role in gully prevention and control. Once stabilized, gullies may turn into rehabilitated sites of lush vegetation or cropland, making the return on investment to prevent and control gullies high. © 2020 John Wiley & Sons, Ltd.  相似文献