Experimental study on the effect of soil saturation on the electric permeability coefficient during electroosmosis process     

Xin-yu Xie  Yi-min Liu  Ling-wei Zheng 《Marine Georesources & Geotechnology》2013,31(10):1188-1195

Abstract

The electrokinetic treatments on high natural moisture content, large compressibility, and low strength dredged marine soil are regarded as an innovative method, but it has not been widely applied due to the difference between theory predictions and realities. To minimize the difference which is resulted from the electric permeability coefficient variations due to pore water drainage and the degree of saturation drops during the electrokinetic treatment of soils, several one-dimensional indoor experiments were conducted with single kaolin clay and natural soft clay. The test results indicate that the electric permeability values conform to the predicted value of Helmholtz–Smoluchowski (H-S) theory under saturated conditions. The permeability for unsaturated soils can be described with relative electric permeability, that is, k_e,rel=a(Sr)^b. The ranges of fitting parameters are 0.8–1.2 for a and 3–9 for b. The fitting parameters are dependent on the soil type, electric potential gradient, and pore size distribution and so on. The smaller the soil pore size is the more sensitive the permeability coefficient is to the degree of saturation.  相似文献   

Declining groundwater level and aquifer dewatering in Dhaka metropolitan area,Bangladesh: causes and quantification   总被引：1，自引：1，他引：1  

Mohammad A. Hoque  M. Mozzammel Hoque  Kazi Matin Ahmed 《Hydrogeology Journal》2007,15(8):1523-1534

Large abstraction by water-wells has been causing a linear to exponential drop in groundwater level and substantial aquifer dewatering in Dhaka, Bangladesh. The city is almost entirely dependent on groundwater, which occurs beneath the area in an unconsolidated Plio-Pleistocene sandy aquifer. Analysis shows that the pattern of water-level change largely replicates the patterns of change in the rate of groundwater abstraction. Contribution of the aquifer storage to the abstraction is estimated to be more than 15% in the year 2002. This abstraction has caused a sharp drop in water level throughout the city and turned into two cones of depression in the water level. Upper parts of the aquifer are already dewatered throughout the area, with the exception of part of the northeast and southeast corner of the city. It is calculated that about 41 million cubic metres (MCM) of the aquifer dewatered by the year 1988, which increased to 2,272 MCM in the year 2002. Water-level decline may increase non-linearly due to limiting vertical recharge in areas where the aquifer is dewatered and may severely threaten the sustainability of the aquifer.  相似文献   

Difficulties with ground anchoragesin hard rock in Dublin, Ireland     

Michael Long  Bernard Murphy 《Geotechnical and Geological Engineering》2003,21(2):87-111

  相似文献   

An investigation on dewatering kinetics of ultrafine coal     

D. Tao  B. K. Parekh  J. T. Liu  S. Chen 《International Journal of Mineral Processing》2003,70(1-4):235-249

Ultrafine coal dewatering is of great importance to the coal industry due to its impacts on the handling and utilization characteristics of coal products. Commercially available filtration techniques are either ineffective or costly for dewatering of ultrafine coal to the desired moisture level of about 20%. Considerable efforts have been devoted to understanding the dewatering process and developing new technologies for applications in the coal industry. Most of the previous work on ultrafine coal filtration was focused on the final filter cake moisture and few studies have been conducted to investigate the filtration kinetics. The present investigation was undertaken to better understand the kinetics of vacuum filtration of ultrafine coal under various conditions. The filtrate weight was continuously monitored using a precise load cell during the entire filtration process. Operating parameters such as vacuum pressure and reagent conditioning time were examined for their impacts on filtration kinetics. Use of cationic and anionic flocculants showed significant improvement in filtration kinetics. Kinetic data obtained from the study were used to determine the fundamental parameters of filtration such as cake permeability, specific cake resistance, and filter medium resistance using the integrated form of the Darcy's law.  相似文献   

深基坑降水疏干过程中三维渗流场数值模拟研究   总被引：7，自引：0，他引：7  

骆祖江  刘昌军  瞿成松  罗建军 《水文地质工程地质》2005,32(5):48-53

运用潜水、承压水渗流理论和有限差分法,以及干湿单元、预处理共扼梯度算法,以上海环球金融中心塔楼深基坑降水为依托工程,对深基坑降水的三维非稳定渗流场的计算建模和降水疏干过程进行了数值模拟研究。利用5口井和8口井的群井抽水试验资料,对模型主要参数进行了校正及后继检验计算。在上述基础上对中心基坑水位降至-22m时井的布置方案进行了优化设计,同时分析了深基坑内外渗流场的变化,为深基坑降水设计和施工提供了依据。  相似文献   

预防底板突水的目的含水层水文地质试验研究——鲁中煤田下组煤水文地质补充勘探方法   总被引：4，自引：0，他引：4  

马培智 《中国煤田地质》2005,17(5):61-64,74

针对淄博、济东、肥城等华北型石炭二叠系煤田大水矿区原有煤田水文地质勘探阶段资料程度难以满足下组煤带压开采防治水的情况下,选择了预防底板突水中间指示含水层--处于下组煤层与奥灰之间的徐家庄灰岩进行了的采掘前矿井水文地质勘探.充分利用井下巷道,以井下放水试验（包括示踪试验）为主,井上、下结合同步观测,分块（分片、分区）、分层、分阶段及局部、联合放水试验分步骤逐渐暴露水文地质条件,肥城和济东等矿区的实际勘探效果证明针对中间指示含水层进行综合水文地质勘探可达到事半功倍的效果.  相似文献   

在富水砂层修建城市地下过街道的施工技术     

李付法  陈强 《探矿工程》2005,32(10):50-52

根据城市地下工程特点，结合武汉市在富水砂层中修建的地下过街道实例，分析了地面降水所采取的降水方案，同时，也对本工程深井降水对地表、周围建筑物沉降做了全面的观察分析，观察结果分析表明，该方案能充分满足工程需要。  相似文献   

北京地铁工程中复合降水技术的开发应用     

刘伍  赵云峰  程剑 《城市地质》2007,2(3):43-47

地铁工程施工不论是明挖、还是暗挖,从开挖的安全性及防水措施等方面,对地质均提出了非常严格的要求,地铁工程一般埋深较大,尤其在水文地质、工程地质条件较复杂的条件下,单一、简单的降水方法很难较好的满足地铁工程施工对地下水控制的要求。因此,需要考虑将不同种的单一降水方法中的优势技术进行合理叠加,尝试复合降水技术,能使地铁工程降水效果达到疏干充分、消除或有效控制含水层底界滞留水渗漏,避免拱顶因地下水渗漏造成冒顶、侧壁地下水渗漏造成坍塌,保障正常施工。  相似文献   

真空动力固结联合扩底旋喷桩在饱和软粘土地基加固中的应用研究     

周健  王冠英  贾敏才 《岩土工程技术》2006,20(3):109-112,143

针对饱和软粘土的工程特性,采用了真空动力固结联合扩底旋喷桩加固饱和软粘土地基。结合江苏某软粘土地基加固工程,在探讨其加固机理的基础上,通过对加固过程的方案设计及现场试验结果的分析和讨论,表明该法能够充分发挥强夯、真空降水及旋喷注浆各自的技术优势。该法具有工期短、造价低、预沉降可控、加固效果好等优点。进一步拓宽了饱和软粘土地基的处理方法,为我国沿海地区软粘土地基处理工程提供了新的途径。  相似文献   

Management of karst water resources in mining area: dewatering in mines and demand for water supply in the Dongshan Mine of Taiyuan, Shanxi Province, North China   总被引：6，自引：0，他引：6  

Qiang Wu  Wanfang Zhou  Duo Li  Zhiqiang Di  Ying Miao 《Environmental Geology》2006,50(8):1107-1117

Coalfields in North China contain six to seven coal seams in the Permo-Carboniferous strata. The coal seams are underlain by the Ordovician limestone. Large-scale dewatering or depressurizing of the karst aquifer was considered essential to avoid water inrushes and keep the mines safely operational. This practice, however, has caused water supply shortage in the mining areas. The most effective solution to this conflict is to use the uncontaminated karst water from the mines for water supply. This paper explores a management model to maximize the utilization of the karst water while maintaining the safe operation of the mines. The model can provide essential information on water resource distribution for decision makers. The model was applied to the Dongshan Coal Mine in Taiyuan City, China.  相似文献