共查询到19条相似文献，搜索用时 156 毫秒
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海绵城市作为城市雨洪管理、人居环境改善的重要手段,在水资源、水环境及水灾害问题突出的湿陷性黄土地区开展具有现实意义.为保证湿陷性黄土地区海绵城市建设的有效性与安全性,通过梳理黄土水分入渗规律、湿陷机理及湿陷性黄土地区海绵城市建设的研究趋势和不足,总结了湿陷性黄土地区海绵城市安全有效推进所面临的问题主要有:海绵城市建设需... 相似文献
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西宁地区湿陷性黄土状土层的工程特性及地基处理探讨 总被引：1，自引：0，他引：1
西宁地区黄土层分布较为广泛,本文主要利用近几年工程实际资料,对西宁地区高阶地的黄土状土层的试验数据进行了大量统计分析,通过分析研究对该地区黄土的工程特性和处理方法有了初步的认识.本文就该地区黄土的分布和时代成因、湿陷性、湿陷规律、工程特性、处理方法、工程中遇到的问题等做了分析总结,得出了一些规律,对工程实践有一定的指导意义. 相似文献
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本文依据西宁地区黄土的大量实际资料,对影响黄土湿陷性的两个主要因素(黄土的天然孔隙比、含水量)与黄土湿陷系数的关系进行了综合分析与归纳,论述了这两个因素对湿陷性的影响;并在数理统计基础上,提出了黄土湿陷性的判别式。对西宁黄土区的工程地质评价,具有参考与实用价值。 相似文献
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以白水河大桥施工场地黄土地层为研究对象,分析场地黄土的湿陷系数、自重失陷系数与深度的关系,湿陷量、自重湿陷量与深度的关系,研究得出场区的黄土湿陷特点:研究区地貌单元属河谷阶地区,地处阶地前缘斜坡处,发生湿陷的地层为上更新统风积黄土、古土壤及中更新统风积黄土层。湿陷性黄土主要有轻矿物、重矿物和粘土矿物组成。黄土的化学组成主要为SiO_2,其次为Al_2O_3,Fe_2O_3和CaO等,但黄土湿陷性的发生与黄土的矿物组成及化学组成关系较小。综合分析研究区黄土湿陷性影响因素,认为湿陷性主要影响因素为含水状态,应力状态等。对比分析湿陷系数,湿陷量随深度的变化规律:随着计算深度的增加,湿陷量、湿陷系数均呈先增加后减少趋势。最终判定研究区地基湿陷等级为Ⅲ级,为严重湿陷。该研究成果对工程建设中遇到的黄土湿陷的分析及其治理具有重要意义。 相似文献
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本文分析研究了湿陷性黄土地基处理方法的重要性,指出湿陷性黄土处理的基本原则,对比研究各种地基处理方法的适用情况及优缺点,并结合工程实例进行了论证。 相似文献
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强夯是处理湿陷性黄土地基的一种有效方法。灵宝市委市政府办公大楼湿陷性黄土地基,经强夯处理后,地基土孔隙比和压缩系数降低,干密度提高,湿陷性被消除,地基承载力大幅度提高并满足了建筑设计基础底面压力２２０ｋＰａ／ｍ２的要求。 相似文献
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黄土路基降雨入渗现场试验 总被引：6，自引：0，他引：6
为了寻求适合黄土地区公路路基湿陷性评价的方法,找到符合公路工况的实际水分入渗规律,通过现场人工降雨试验,观测了湿陷性黄土路基在百年一遇降雨强度下的入渗以及饱和深度,并结合有限元数值模拟,分析了湿陷性黄土降雨入渗的规律.结果表明:在降雨条件下湿陷性黄土路基入渗的影响深度小于2.7 m,饱和深度为20 cm.该结果可为黄土地区路基处理设计中的黄土湿陷性评价、施工提供依据. 相似文献
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关中地区广泛分布着黄土地层,当地下水埋深较浅时,湿陷性黄土往往由于地下水的作用,常呈饱和状态的非湿陷性黄土,简称饱和黄土. 当该土层若作建筑物地基(持力层或下卧层)被利用时,就必须掌握其基本性质和工程特性. 根据关中地区部分饱和黄土资料,分析和论证了关中地区饱和黄土的基本物理力学性质和工程特性,目的为了正确合理地利用饱和黄土地基取得效益. 相似文献
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素土桩挤密地基由桩间挤密土和回填素土夯实的桩体组成，它是一种人工“复合地基”。其作用是通过素土桩挤密法提高地基土的密实度，从而对湿陷性黄土达到消除浅部或深部的部分或全部湿陷性的作用，并改善地基承载能力，减少地基变形。本文通过现场单桩、群桩单元体轻便触探、小环刀深层取样、开剖取样等方法对场地地基土挤密前、后干重度和压实系数进行了对比分析，判定用素土桩挤密法处理陇东湿陷性黄土地基的可行性。 相似文献
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SHAN Bo WANG Changming DONG Quanyang TANG Ling ZHANG Guangyi WEI Jiaming 《世界地质(英文版)》2010,13(2):79-84
The collapsibility of loess ground can directly affect stability of subgrade. Therefore, how to adopt practical technical measures to reduce or eliminate its collapse deformation is an important content in foundation design in collapsible loess zone. Selecting collapsible loess from Fuxin-Chaoyang highway in Liaoning, the authors conducted a series of tests for improving loess with cement. The loess in different water content was mixed with the cement in varying proportions, unconfined compression strength for the samples at four different curing periods were tested, and the relationships of improved soil strength among cement mixture ratio and curing periods were analyzed. When the curing periods are certain, the strength of loess increases along with the mixture ratio increases; when the cement mixture ratio is 5%-15%, the scope of increases is quite obvious; when the mixture ratio is greater than 15%, the tendency of intensity increases turns slow. When the mixture ratio for the specimen is certain, the intensity of the test specimen increases along with the curing period increases, the intensity grows obviously in 28 days, and the growth rate is small in 28-90 days, the intensity tends to be steady in the curing period of 90 days. 相似文献
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应用泰勒（Ｔｏｙｌｏｒ）理论，对黄土地基边坡稳定实例分析，并对边坡土样做快速直剪试验，一定程度揭示了均质粘性上边坡稳定的内涵。 相似文献
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黄土高原"千沟万壑"的地貌形态,在多尺度空间下表现出显著自相似性,具有"局部无规则,宏观有规律"的纹理特征.目前,黄土高原地形纹理的提取方法及应用已经得到初步发展,但依然缺乏在理论层面的框架体系.本文在已有学者研究成果的基础上,限定黄土高原为研究范围,明确提出黄土高原地形纹理的概念模型,即内涵、特征、分类及表达.将内涵... 相似文献
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本文通过对榆林地区米脂、绥德、子洲、清涧、吴堡和榆林市黄土窑洞建窑环境进行考察,总结分析了在黄土介质中修建的土窑洞崩塌灾害多发性原因,并提出了可操作性的防治对策。该对策可广泛适用于我国黄土窑洞分布区。 相似文献
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Extraction and analysis of gully head of Loess Plateau in China based on digital elevation model 总被引：3，自引：1，他引：3
In China′s Loess Plateau area, gully head is the most active zone of a drainage system in gully areas. The differentiation of loess gully head follows geospatial patterns and reflects the process of the loess landform development and evolution of its drainage system to some extent. In this study, the geomorphic meaning, basic characteristics, morphological structure and the basic types of loess gully heads were systematically analysed. Then, the loess gully head′s conceptual model was established, and an extraction method based on Digital Elevation Model(DEM) for loess gully head features and elements was proposed. Through analysing the achieved statistics of loess gully head features, loess gully heads have apparently similar and different characteristics depending on the different loess landforms where they are found. The loess head characteristics reflect their growth period and evolution tendency to a certain degree, and they indirectly represent evolutionary mechanisms. In addition, the loess gully developmental stages and the evolutionary processes can be deduced by using loess gully head characteristics. This study is of great significance for development and improvement of the theoretical system for describing loess gully landforms. 相似文献
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Compacted loess is widely used as fills of road embankments in loess regions of northern China. Generally, densely-compacted loess can satisfy the requirements of embankment strength and post-construction deformation. I lowever, uneven subsidence, pavement cracks and other related damages can affect the integrity of loess subgrade after several years of operation, and even cause some hazards, especially in North China, where the strong freeze-thaw erosion occurs. In this study, cyclic freeze-thaw tests for both densely and loosely compacted loess samples were performed to determine the variation in engineering properties such as volume, void ratio, collapsible settlement, microstructure, and the related mechanisms were addressed. The experimental results showed that an obvious water migration and redistribution occurred within the samples during freeze-thaw cycles. Ice lenses and fissures could be identified in the upper frozen layers of the samples. After freeze-thaw cycles, the dry densities of the nipper layers of samples changed significantly due to strong freeze-thaw erosion. The dry densities decreased for the dense sample and increased for the loose sample. It can be found that dense samples become loose, while loose samples became dense with the increasing number of freeze-thaw cycles. Their related void ratios changed reversely. Both void ratios tended to fall into a certain range, which verified the concept of a residual void ratio proposed by Viklander. The loosening process of densely compacted samples involves the formation of large pores, volume increase and density reduction as well as the related changes in mechanical properties because freeze-thaw cycles may be important contribution to problems of loess road embankments. Adverse effects of freeze-thaw cycles, therefore, should be taken into account in selecting loess parameters for the stability evaluation of road embankment in seasonally frozen ground regions. 相似文献
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黄土高原不同地貌类型对应的地形起伏变化特征各不相同,地形起伏在不同方向上的变化特征具有很大差异性,即地形各向异性。本文引入多重分形谱参数描述不同地貌类型地形各向异性的变化规律,以反映不同黄土地貌地形各向异性的局部和整体变化格局。本研究以5 m分辨率的DEM数据为基础,选取淳化、甘泉、绥德3个典型黄土塬梁峁地貌类型研究样区,对其地形各向异性的变化特征进行分析。研究表明:①3种黄土地貌类型地形各向异性变化具有显著的多重分形特征,地形各向异性变化的奇异强度由强到弱依次为淳化、绥德、甘泉;②淳化样区地形各向异性奇异强度在1.4的概率最大,在奇异强度为2.2附近又有一个小的峰值,总体以奇异强度1.4为主;③甘泉样区的奇异强度在1.8有一个小的峰值,总体以奇异强度0.7为主;④绥德样区奇异强度为0.8的概率最大,且较为均匀地分布在0.8附近,地形各向异性的概率分布呈现为对称分布。研究结果为黄土塬梁峁地形各向异性变化奇异强度为黄土塬最大,黄土峁次之,黄土梁最小。该研究可为黄土地貌的精确分类提供定量信息支持,为区域水土侵蚀评价提供地形指标。 相似文献