Evaluation of environmental feasibility of steel pipe sheet pile cutoff wall at coastal landfill sites

An evaluation method that can express the local leakage of leachate from joint sections in steel pipe sheet pile (SPSP) cutoff walls is discussed in this study. In particular, the evaluation of environmental feasibility (containment of leachates containing toxic substances) considering a three-dimensional arrangement and hydraulic conductivity distribution of the joint sections in the SPSP cutoff wall is compared with an evaluation that uses the equivalent hydraulic conductivity. This equivalent hydraulic conductivity assumes that the joint section and the steel pipe are integrated; therefore, the hydraulic conductivity is substituted with a uniform permeable layer. However, in an evaluation that employs the equivalent hydraulic conductivity, it is difficult to consider the local leakage of leachate containing toxic substances from the joint sections in the SPSP cutoff wall. It was established that evaluations of the environmental feasibility of SPSP cutoff walls with joint sections must take into account the local leakage of leachates containing toxic substances from the joint sections. Also, it was clarified that technologies that lower the hydraulic conductivities of joint sections in SPSP cutoff walls and also facilitate the use of sparser joint arrangements contribute significantly to increasing the environmental feasibility of SPSP cutoff walls at landfill sites.     

吨量煤体的自燃过程实验模拟研究

为更好地弄清矿井实际的煤自然发火规律,利用装煤量达5吨的大型实验台对两种烟煤分别进行了自燃模拟实验。大煤量的实验能够很好地模拟煤矿中煤低温氧化和传热传质共同作用导致的发火过程,实验得到的自然发火期与煤矿实际发火期也是一致的。实验中煤样从缓慢氧化变为快速氧化的临界温度为100～110℃。当煤温低于,临界温度时,煤样的升温受到空气流带走热量和向外界散热的影响很大,因此夹层水的保温作用就很关键。当煤温超过临界温度后,反应加快,温度急剧上升,散热的影响明显降低,反应主要受限于氧气的供应情况。     

刚性桩复合地基的理论、实测与安全性研究

科学合理的设计理论是工程安全性和经济性的保障,现场监测是确保工程安全和质量最有效的手段。本文以提高刚性桩复合地基工程的安全性为目的,围绕关乎建筑物安全的“沉降量”等参数指标,从设计理论与试验监测两个方面开展研究。本文完善了刚性桩复合地基的设计理论,通过现场监测试验取得了第一手的数据资料,可作为今后类似工程的设计和施工参考。本研究为进一步提高刚性桩复合地基的安全性提供了理论和实践保障。     

建筑物基底反力的实时监测与分析

以某大楼的基底反力监测为例 ,阐述了建筑物基底反力实时监测的原理与方法。监测分析结果表明 ,对在建建筑物进行的基底反力实时监测直接反映了土体受力状态 ,可间接得出桩基的受力情况。     

EFFECTS OF COAL PILE RUNOFF ON STREAM QUALITY AND MACROINVERTEBRATE COMMUNITIES1

Samples of coal pile runoff, Georges Creek water, and macrobenthos above and below two coal storage areas along Georges Creek, Allegany County, Maryland, were collected in July, August, and September 1982, and February and July 1983. Coal pile runoff was collected under high- and low-flow conditions. Water samples were analyzed for Hg, Zn, As, Fe, Mn, Al, SO₄^?2, pH, filterable and non-filterable residue, conductivity and acidity. Leachate from coal piles along Georges Creek contained high concentrations of heavy metals, particularly manganese, aluminum and zinc. Iron and sulfate were very high and the pH ranged from 1.4 to 3.1. Georges Creek water had much lower concentrations of metals, iron and sulfate and a pH of about 7.0. The distribution of macrobenthos in Georges Creek showed the effects of both runoff from coal storage piles and periodic drought. Brillouin's diversity index values were low even in areas which did not dry. Densities of tubificid worms and chironomid larvae were very high above the coal storage areas where organic inputs were high. At all the rest of the sampling stations, macroinvertebrate densities were very low. Where coal pile runoff enters Georges Creek, it compounds the effects of periodic drought and further stresses the aquatic community.     

高喷灌浆加固抛石填海软基

高压旋喷灌浆法是本世纪７０ 年代发展起来的地基处理新技术,在砂性土和粘性土等软弱地层加固工程中已得到广泛应用,但在含有碎石的淤泥质土及穿过它对其下淤泥的加固尚少见,笔者简要介绍了采用钻灌分开两大工序的新双管法及其成功完成加固任务的事例。     

饱和软土刚性长短桩复合地基——强度及变形实用计算公式

刚性长短桩复合地基有许多特点，如桩体均为刚性、短桩及长桩桩端为低压缩或中压缩性土等。长短桩复合地基的设计理论目前仍处于研究阶段，现行规范中尚无有关其强度及变形的具体计算方法。重点探讨了饱和软粘土体上采用刚性长短桩复合地基的强度及变形理论，并提出了适用于工程应用的实用计算方法。     

考虑过渡区影响的粉喷桩复合地基承载特性的有限元数值分析

粉喷桩成桩过程中不可避免地会带动桩间土产生强烈的挤压和振动,在固化剂与桩体发生物理化学反应的同时,桩周一定范围内的土体也进行了固化和挤密,使得在桩土交界处形成环向变化的过渡区,过渡区的材料由桩逐渐过渡到桩间土,因此有必要考虑该过渡区对粉喷桩复合地基承载特性的影响。本文从粉喷桩复合地基桩土交界处的特点出发,考虑了桩土材料性质变化的过渡区单元,利用上的摩尔—库仑本构模型,和Plaxis专业岩土软件对粉喷桩复合地基进行了有限元数值分析,就粉喷桩复合地基中桩和土的承载特性得出了一些有益的结论。     

地震液化引起的地面大变形对桥梁桩基的影响研究综述

根据国内外文献资料,主要就地震高烈度区液化引起的地面侧向大变形对桥梁桩基的影响的研究现状进行分析,总结了地面大变形引起的震害情况、液化诱发地面大变形的机理及液化大变形的预测方法、桥梁桩基的震害和液化大变形对桥梁桩基的影响、桥梁桩基抗地面大变形的措施,以及存在问题和研究思路。     

沥青涂层对桩侧摩阻力影响的试验研究

采用改进直剪仪模拟桩与土之间的滑动摩擦,研究了沥青涂层对桩侧摩阻力的影响。试验结果表明,桩侧摩阻力与土的类型、法向应力有关,随着法向应力的增长,滑动摩阻力也相应增长,且增长近似呈线性关系;在一定的法向应力下,沥青涂层对减小滑动摩阻力有一定的作用,随着法向应力的增长,沥青涂层亦会导致滑动摩阻力增加。