喻家河水库大坝基础处理施工方法

喻家河水库工程左岸坝段地基主要为大隆组泥灰岩夹页岩,层间结合较差,结构面较发育,不利于坝基稳定.针对该地基的复杂情况,设计施工采取了深层固结灌浆,分段、注浓浆、加大灌浆压力、待凝、反复扫孔注浆等工艺;帷幕灌浆采用现场工艺试验,分部位采用不同灌浆结束标准等.结束后经现场质量检查和蓄水验证,固结灌浆、帷幕灌浆工艺选择合适,...     

多级堆排尾矿沉积固结特性实验研究

基于多级堆排尾矿浆体沉积柱一维沉积固结实验,近似模拟一级尾矿子坝内堆排尾矿的沉积固结过程,针对不同排水控制条件下实验尾矿的沉积固结结果进行比较分析,探讨多级堆排尾矿的沉积固结规律。结果表明:尾矿浆体的沉积固结过程明显分为沉积和固结二个阶段;超静孔隙水压力前期消散迅速,后期消散缓慢;排水实验每日平均渗透系数前期逐日下降,后期小幅上升;不同排水控制条件下,固结完成尾矿的干密度及相对密实度均随深度的增加而增大,二者在排水实验各深度处均大于不排水实验。     

Systematic exploration of the applicability of the idiomatic vapor balance rule to distillation column consolidation

For N-component distillation(N ≥ 3), consolidation between different column sections is an inevitable manipulation when synthesizing complex distillation configurations. In the consolidation, the idiomatic vapor balance(IVB) rule, in which the larger vapor flowrate in the two columns before consolidation will be chosen as the balanced vapor flowrate at the consolidation point, has been widely used. However, the applicability of the IVB rule has not been verified, which is of essential importance to the accuracy of the distillation configuration synthesis.In the present study, the applicability of the IVB rule to distillation column consolidation was systematically explored by rigorous method for the first time. First, the separation of ideal and non-ideal three-component mixtures with variable compositions was studied, and the optimized configurations before and after consolidation were determined by a rigorous method. The results indicated that for the separation of an ideal mixture, the IVB rule was applicable for the whole composition range, while for the separation of a non-ideal mixture, the IVB rule was only applicable for very limited composition range. Finally, two cases of synthesizing distillation configurations for the separation of non-ideal mixtures were studied to verify the remarkable deviations the IVB rule may cause. The results indicated that the applicability of the shortcut method using the IVB rule to the distillation configuration synthesis depended on the composition of the non-ideal mixture, and a remarkable error might result and the truly optimal configuration might be missed if the IVB rule is applied to a non-ideal mixture.     

涂层固化过程中胶乳粒子迁移的机理（Ⅱ）

研究了涂布纸涂层固化过程中胶乳粒子向涂层表面发生迁移的现象,对此提出了一种新的基于Einstein经典粒子扩散理论和表面效应的机理来进行解释,澄清了涂料及相关领域对粒子迁移机理的争议。以微米级高岭土、亚微米级羧基丁苯胶乳为主要原料制备涂料进行涂布,用 X射线光电子能谱仪（XPS）检测涂层表面的元素组成和含量,建立了原子数比值与胶乳用量之间的回归方程;通过该方程将不同条件下固化的涂层表面XPS检测结果转化为表面胶乳含量,定量分析了不同因素对胶乳粒子迁移程度的影响。结果表明,干燥温度升高、高温干燥时间延长、涂料初始固含量降低会促进胶乳向涂层表面迁移,而胶乳粒径增大、涂料黏度增加、基质吸收性增强会抑制其迁移,验证了新机理的合理性。     

大新锰矿复杂空区群三维数值模型构建方法及胶结充填治理研究

矿山岩土工程数值分析中研究复杂空区群三维数值模型构建方法对空区治理具有现实意义。为精确分析矿山地下工程围岩移动和应力变化规律,特别是不同采矿方法形成的复杂空区的稳定性和矿柱应力变化,提出了3DMine-Surfer-Rhino-ANSYS-FLAC3D多软件联合建模方法,解决了复杂空区群三维数值模型构建和大数量小尺寸矿房矿柱网格剖分问题。以广西大新锰矿矿体开采为案例,构建了留矿法与房柱法形成的采空区的三维数值模型,模拟分析空区的稳定性和决策胶结充填治理方案。研究结果表明：（1）大新锰矿留矿法开采的空区部分顶柱有垮落风险;（2）房柱法开采的空区部分矿柱变形大,有塑性破坏;（3）对于胶结充填留矿法的空区,隔一充一充填方案治理效果更好,在治理初期地表沉降更小。     

真空联合堆载预压下基于指数形式渗流的砂井地基非线性固结解

基于指数形式渗流定律,通过引入e-lgσ′和e-lgk模型来考虑土体的非线性固结特性,同时考虑了真空负压沿深度呈线性衰减的特性,对真空联合堆载预压下砂井地基的固结问题进行了求解,并推导得到了砂井地基的非线性固结解.通过将该文解析解答与已有的解析解展开对比分析,验证了该文解答的正确性.根据该文解答,对砂井地基的固结性状展...     

The rhetoric and reality of housing choice: The role of urban consolidation

In Australia, growth at the fringe has been seen as an inevitable response to a lack of affordable housing in the inner and middle zones of the major metropolitan cities. Urban consolidation was seen as one way of improving housing affordability and increasing housing choices and, at the same time, constraining outward growth. It will do so only if households forego past preferences for ownership of a detached house. This paper examines the contribution urban consolidation has made to meeting affordability and choice objectives by providing some insights into whether households are trading off tenure choices for lifestyle choices based on location and dwelling type. It also provides information on the extent of spatial polarisation of income that has contributed to the observed outcomes.     

某高校筒子楼的鉴定与改造加固

筒子楼是全国高校旧房改造中的重点工程。通过对上海某高校一筒子楼的质量检测、鉴定 ,简要介绍了此类工程的特点 ,以及合理有效的加固方法。经过对原建筑墙体、楼板、梁、节点的加固处理有效地提高了原工程的抗震性能和整体稳定性 ,对同类工程的加固有一定的借鉴作用。     

饱和块状混合回填土地基的一维固结分析

用块状渣土置换软弱地基和回填低洼谷地等是处置工程渣土的有效途径。为了分析饱和块状混合回填土地基的固结性状,运用混合物理论建立了其一维固结模型。首先,假定块状土固相和充填土固相之间满足等应变条件,获得了饱和块状混合回填土中各相应变与块状土孔隙变形和充填土孔隙变形的关系式。其次,在小应变条件下,根据自由能势函数方程建立了饱和块状混合回填土的一维线弹性本构方程,再结合达西定律和应力平衡方程获得了一维固结控制方程。再次,利用分离变量法得到一维固结解析解,通过退化本文模型与已有模型进行对比,验证了本文模型的正确性。最后,基于所得解析解,分析了充填土孔隙渗透系数、块状土孔隙渗透系数以及流体交换参数等因素对饱和块状混合回填土地基固结性状的影响。分析结果表明：充填土孔隙渗透系数对饱和块状混合回填土地基整体固结性状起主导作用;在固结初期,块状土超孔压会有一定程度的上升,且3个参数具有相似的作用机理。     

强夯处理红砂岩碎(块)石填土地基检测方法探讨

根据红砂岩碎(块)石具有吸水崩解特性和不均匀性,对强夯加固处理红砂岩碎(块)石填土地基的检验方法进行了探讨。采用室内试验、浅层平板载荷试验、重型圆锥动力触探试验并与波速试验相互验证。经对比分析得出:若强夯前对红砂岩碎(块)石填土进行相关处理,降雨对夯后填土的影响深度较浅,其硬壳层既是良好持力层又是隔水层,它使地基内红砂岩的残余水活性无法发挥,从而使夯后地基沉降减少。采用上述综合方法检验的小区经过两年的运营,一切正常。说明上述综合检验方法是可行的,真实的反映了强夯施工质量,可供类似工程参考。