垃圾土力学性质的室内试验研究   总被引：13，自引：0，他引：13  

刘荣  施建勇  彭功勋 《岩土力学》2005,26(1):108-112

对室内配制的不同成份的垃圾土分别进行了固结不排水和固结排水三轴压缩试验。结果表明,垃圾土的本构关系基本符合邓肯-张双曲线模型。垃圾土中有机质及土粒的含量是影响垃圾土强度参数c,φ值的重要因素。对于有机质含量较高而土粒含量较低的垃圾土,c宜取低值,φ宜取高值。给出了c,φ值的取值范围及其变化规律。随着时间的变化,c值会有所增加,而φ值会有所降低。观察到垃圾土的轴向应变超过30 %而其主应力差仍然在增长。垃圾土在固结过程中,存在滞留孔隙水压力,其渗透系数k值的变化与应力、时间、垃圾土的成分等因素有关。在固结排水三轴压缩试验的剪切过程中,孔隙水压力会随轴向应力的增加而增加,试验所得到的总应力强度参数并不就是有效应力强度参数。  相似文献   

城市固体废弃物填埋场的岩土工程问题   总被引：5，自引：3，他引：2  

刘毓氚  李琳  贺怀建 《岩土力学》2002,23(5):618-621

论述了国内外城市卫生填埋场相关的岩土工程问题及其研究现状,包括卫生填埋场填埋体物理力学性质、卫生填埋场的防渗系统和边坡稳定等一系列岩土工程问题,在此基础上初步探讨了我国城市卫生填埋场相关岩土工程问题的发展前景。  相似文献   

我国城市垃圾填埋场岩土工程研究的现状与展望   总被引：9，自引：2，他引：7  

熊孝波  施斌  张凌 《水文地质工程地质》2000,27(3):25-29

本文从垃圾填埋场的场地选择,城市垃圾的成分及其工程性质、覆盖粘性土层工程性质,垃圾填埋场的结构优化设计,渗滤液的运移模型的研究等方面介绍我国城市垃圾填埋场岩土工程研究现状。  相似文献   

岩溶地区垃圾填埋场的选址评价探讨   总被引：2，自引：0，他引：2       下载免费PDF全文

张 云 刘长礼 叶 浩 董 华侯宏冰  姜建梅裴丽新 宋 超 史金江 《中国地质》2008,35(1):163-171

岩溶地区的垃圾填埋选址较为困难,现行的垃圾填埋场选址评价方法又存在较大局限。笔者等依据垃圾填埋场的建设宗旨和选址基本原则,结合岩溶地区的环境地质特点,探讨提出一套适用于岩溶地区的垃圾填埋场选址评价方法。通过实例应用表明,该方法可在现行较难选出垃圾填埋场的岩溶地区,优选出适宜性较好的未来垃圾填埋场,能够担当起解决岩溶地区的垃圾无害化、减量化填埋处置的难题和重任。  相似文献   

Evaluation of landfill disposal boundary by means of electrical resistivity imaging     

Vladimir Frid  Gady Liskevich  Dmitriy Doudkinski  Nikolay Korostishevsky 《Environmental Geology》2008,53(7):1503-1508

This paper deals with an employment of electrical resistivity imaging (ERI) for survey of leachate content on the waste disposal site in Northern Israel. The research consisted of conducting ten ERI lines and drilling investigation wells. Data simulation used a 2D EarthImager inversion program. Analysis of 2D ERI interpretation results shows that determination of the boundary between the landfill body bottom intensively saturated with leachates and underlying layers of highly water saturated fat nonconsolidated clays presents a challenge. However, statistical analysis of ERI data indicates that standard deviation and confidence interval of a set of resistivity data measured in the landfill body are significantly larger than those in underlying clays. Moreover, maximum changes of these parameters are found on the boundary between landfill body and underlying soil, thus reflecting natural differences in scattering of resistivity data measured in these two objects.  相似文献   

富含Na~ 、Ca~(2 )、Al~(3 )、Cr~(3 )蒙脱石对垃圾渗滤液中有机物的吸附     

郑红  鲁安怀  张佥  廖立兵 《岩石矿物学杂志》2001,(4)

由于层间含有高价态金属阳离子的蒙脱石对特定有机物的吸附能力可大大增强 ,故分别用层间含有Na 、Ca2 、Al3 和Cr3 的蒙脱石对垃圾渗滤液中的有机物进行吸附实验 ,研究它们吸附苯酚、二甲苯和COD的能力及离子形态对吸附效果的影响。结果表明 ,含高价金属阳离子的蒙脱石对苯酚和COD的吸附能力较高 ,吸附能力由小到大的顺序为 :Na 相似文献   

Soil water deficit and vegetation restoration in the refuse dumps of the Heidaigou open-pit coal mine, Inner Mongolia, China   总被引：1，自引：0，他引：1  

Lei Huang  Peng Zhang  YiGang Hu  Yang Zhao 《寒旱区科学》2016,8(1):22-35

The sustainability of ecosystem restoration of refuse dumps in open-pit coal mines depends on plant species selection, their configuration, and the optimal usage of water resources. This study is based on field experiments in the northern refuse dump of the Heidaigou open-pit coal mine in Inner Mongolia of China established in 1995. Eight plant configurations, including trees, shrubs, grasses, and their combinations, as well as the adjacent community of natural vegetation, were selected. The succession of the revegetated plants, soil water storage, the spatiotemporal distribution of plant water deficits degree and its compensation degree were also studied. Results indicated that the vegetation cover (shrubs and herbaceous cover), richness, abundance, soil nutrients (soil organic matter, N and P), and biological soil crust coverage on the soil surface are significantly influenced by the vegetation configurations. The average soil water storage values in the shrub+grass and grass communities throughout the growing season are 208.69 mm and 206.55 mm, which are the closest to that of in the natural vegetation community (215.87 mm). Plant water deficits degree in the grass and shrub+grass communities were the lowest, but the degrees of water deficit compensation in these configuration were larger than those of the other vegetation configurations. Differences in plant water deficit degree and water compensation among the different configurations were significant (P<0.05). Plant water deficit degrees were predominantly minimal on the surface, increased with increasing soil depth, and remained stable at 80 cm soil depth. The soil moisture compensation in the natural vegetation, shrub+grass, and grass communities changed at 10%, while that in other vegetation communities changed between 20% and 40%. Overall, we conclude that the shrub+grass and grass configuration modes are the optimal vegetation restoration models in terms of ecohydrology for future ecological engineering projects.  相似文献   

青岛市垃圾卫生填埋场选址问题研究     

邱汉学  刘贯群  刘红军  许国辉  谭业江 《中国海洋大学学报(自然科学版)》1997,(2)

垃圾卫生填埋法将是青岛市今后若干年内垃圾处理的主要方法，结合青岛市城市发展的规划思路，提出在保护环境，尤其是海洋环境的基础上，应寻找内陆场地进行垃圾卫生填埋。经遴选，小涧一带最有前景，经论证，认为小涧一带从地形地貌、地表水发育，场地取土条件，环境水文地质条件、构造条件及经济条件等各方面均满足选址要求  相似文献   

Experimental Study of Factors Controlling Sorption of Heavy Metals on Ariake Clay and Implication for Practice     

Y. J. Du  S. Hayashi 《Marine Georesources & Geotechnology》2006,24(2):103-118

A series of batch tests have been presented to investigate the effects of solid-solution contact time, solid:solution ratio, and pH of solution on sorption of Cd²⁺ and Pb²⁺ on Ariake clay from Kyushu region of Japan. The results show that, among the three investigated factors, solid:solution ratio (SD/SN) seems to be the crucial controlling factor. The Freundlich sorption parameters determined from the batch tests were applied to a typical field landfill in which the Ariake clay was used as soil barrier. The impacts of the landfill were assessed by numerical analysis. Based on the analysis result, the significance of selecting proper solid:solution ratio for determining sorption parameters from batch test has been discussed.  相似文献   

甘肃某生活垃圾填埋场地下水污染特征及污染途径分析          下载免费PDF全文

宁天祥  韩雪 《甘肃地质》2023,(2):56-63

依据实际调查数据,采用单因子污染指数分析法确定了生活垃圾填埋场地下水中主要污染物、污染程度和污染范围,并进行了土壤和地下水污染耦合性分析,研究结果表明：该生活垃圾填埋场地下水污染物主要为氨氮、总氮、高锰酸盐、锰、挥发酚和氟化物,其污染指数最大值分别为1 407.24、745.00、137.12、97.50、3.60和1.68,污染区总面积0.168 km²;填埋场下游沟谷纵向上,总氮、锰两项指标在土壤中的含量与地下水中浓度变化趋势一致;其污染途径主要为库区防渗层破损,渗滤液垂向沿基岩风化裂隙进入地下含水层,以连续渗漏的方式不断污染地下水,污染物在地下水径流作用下向拦挡坝下游不断迁移。  相似文献