Effect of CuSO4 on the Hydromechanical Behavior of Compacted Tailings

Laboratory tests, including compressibility, permeability, and microstructure tests, were conducted on tailings samples using custom-designed test apparatus to investigate the effect of metal contamination (Cu²⁺) on the hydromechanical behavior of compacted tailings. Infiltrating samples with various dry densities with distilled water or CuSO₄ solution at various concentrations showed that the void ratio of compacted tailings decreased with increased dry density. An increase in the metal contaminant concentrations from 0 to 0.1 mol/L increased the compression coefficient of the tailings from 0.14 to 0.84 MPa^?1 under a vertical load of 0.01 to 2.0 MPa, while the yield stress of the tailings decreased from 204.3 to 98.7 kPa, respectively. The linear relationship between permeability coefficient (k) and void ratio (e) is described by k?=???6.48?+?17.17e. Microstructure test results showed that the diffusion double layer thinned, and the surface potential decreased, indicating that the contaminant of Cu²⁺ enhanced the compressibility and permeability of the tailings. The microstructure test results also showed that the amount of fine-grained soil in the copper tailings was significantly less after the hydromechanical test. Therefore, the permeability and compressibility of copper tailings increased. The experimental results are in good agreement with the estimated results.

     

Retention of clay-solidified grouting curtain to Cd~(2 ), Pb~(2 ) and Hg~(2 ) in landfill of municipal solid waste

1　INTRODUCTIONIntheseyears ,innocuitytreatmentofmunicipalsolidwaste (MSW )hasincreasedgreatlyand 95 %isattributedtosanitaryandsemi sanitarylandfillswiththelandfillsbeingconstructedinarapidprogressinChina.Itisveryimportantforlandfillsto preventseepageofleachateincludingheavymetalsfromlandfillsintotheenvironment.Manyresearchershavestudiedtheanti seepagetechnology .Forexample ,Philip[1 ] investigatedcontaminationtransportprocessthroughsingle phasecement bentoniteslurrywallbytriaxialcelle…     

SMW工法在强透水地层中的基坑支护应用

针对在基坑底没有连续水平向隔水层的强透水地层场地岩土条件,其基坑支护型式通过经济与技术最优结合方案分析,采用SMW工法加内支撑的支护型式进行基坑支护,很好的解决了该类型场地基坑支护难题,为以后类似工程积累经验。     

岩土工程中的钻探技术应用与新发展

基于多年从事岩土工程方面的教研和生产实践，介绍并总结了钻探技术在岩土工程中的应用与新发展，认为开发钻探技术是岩土工程进步的重要保障之一。     

注浆方法在路基沉陷处理设计中的应用

介绍了注浆方法在路基沉陷处理设计中的应用及研究，结合具体的工程实例详细地介绍了路基沉陷处理过程中对注浆压力、注浆量的计算方法。考虑到路基土体的不均一性，提出了“疏密相间”的注浆孔布置方法。     

压力注浆在常张高速公路岩溶路基处理中的应用

岩溶性地基处理是公路建设中时常遇到的问题之一。结合常（德）～张（家界）高速公路岩溶路基注浆施上，介绍了压力注浆处理岩溶路基的施工上艺及相关的施工参数，并针对施工中出现的特殊问题提出了相应的处婵措施。     

预加固砂卵石层水平定向钻进孔壁稳定性分析

砂卵石地层在非开挖钻进过程中容易出现塌孔现象,本文基于弹性理论,通过对预加固砂卵石地层水平定向钻孔孔壁弹性力学分析,分析了加固后水平钻孔不同侧压力系数条件下的受力状态,得出了不同条件下保持孔壁稳定的预加固要求。     

AHP在边坡支护方案选择中的应用

在传统经验分析法的缺陷基础上,结合工程案例构建科学的评价体系层次分析法（AHP）,利用层次分析的方法确定各级因素的权重,对评价模型进行综合评估,使评价过程定量化、程序化、实用化,最后确定出最优的支护方案。     

辛家台滑坡勘察与稳定性分析

针对湖南省石门县中军渡电站出口段开挖坡面的滑坡事故,介绍了该边坡工程地质条件,阐述了边坡变形特征及成因机制,并对其进行了稳定分析评价,得出了形成滑坡的主要条件及影响因素,并指出内摩擦角的取值对边坡稳定性影响较大.     

组合桩型复合地基桩、土受力特性的试验对比与分析

在剖析单一桩型复合地基基本特点和组合桩型复合地基概念的基础上,采用在承压板下埋设压力盒(计)和传感器的方法,对获得的三元和四元复合地基中桩、土垂直受力特性试验数据进行对比和综合分析,讨论了其性状的影响因素。结果表明:四元复合地基中桩、土应力随总荷载变化的规律与三元复合地基相似,而桩、土分担荷载比和应力比随总荷载变化的规律与三元复合地基差别较大,是桩、土应力增长率决定了这种变化;组合桩型复合地基的p-s曲线呈缓变型,受压后桩间土先达到塑性状态,桩体承受大部分荷载增量,总效应是复合地基变形增大,故组合桩型复合地基应按变形控制设计;组合桩型复合地基的承载力特征值可取压板下桩间土或次桩的分担荷载比–荷载曲线的转折点(或曲率最大点)对应荷载,压板面积与实际加固范围不同时,可据两种面积下试验值与计算值等比关系获得;其性状受桩体粘结强度、桩长、置换率、垫层厚度与材料和时间等因素影响。