高压旋喷灌浆在锦屏二级电站进水口围堰防渗中的运用

锦屏二级水电站进水口纵向围堰防渗设计采用塑性砼防渗墙,施工中发现,防渗墙实际施工深度远远超过设计深度,这将意味着增加施工成本,延长施工工期．为解决这一问题,在施工中将部分深槽段修改为悬挂式塑性砼防渗墙,针对其未达到截渗的目的,在塑性砼防渗墙中预埋钢管,对其下部进行高压旋喷灌浆,形成高喷防渗墙,经检测防渗效果满足要求,达到了节约投资,缩短工期的目的．     

尾矿坝渗流场与应力场耦合作用的数值分析

在分析岩土介质渗流场与应力场耦合的用机理的基础上,建立二者耦合模型。以此为基础,针对具体的尾矿坝,进行渗流场与应力场相互耦合的数值模拟。模拟计算了单独考虑渗流场,单独考虑应力场以及两场耦合情况,并将三种情况进行了对比分析。结果表明:在耦合场中渗流量比单独计算时小;耦合场中沉降量比单独计算时大,且最大沉降量发生区域大致相同;耦合场中各向应力总量最大值比非耦合场中大,局部出现应力集中现象;耦合场中应力等值线分布规律与非耦合场基本一致。     

启动压力影响低渗透油田产量递减规律机理研究

中高渗透油藏分析方法是否仍适合低渗透油藏尚需验证。针对此问题,在低速非达西渗流理论的基础上,研究低渗透油藏的产量规律,并给出相应的油田产量递减率与产量、生产时间的算式,以及低渗透油田产量递减率通式。     

Mechanical characterization and chemical resistances of cured unsaturated polyester resins modified with vinyl ester resins based on recycled poly(ethylene terephthalate)

Unsaturated polyester resin (UP) was prepared from glycolyzed oligomer of poly(ethylene terephthalate) (PET) waste based on diethylene glycol (DEG). New diacrylate and dimethacrylate vinyl ester resins prepared from glycolysis of PET with tetraethylene glycol were blended with UP to study the mechanical characteristics of the cured UP. The vinyl ester resins were used as crosslinking agents for unsaturated polyester resin diluted with styrene, using free‐radical initiator and accelerator. The mechanical properties of the cured UP resins were evaluated. The compressive properties of the cured UP/styrene resins in the presence of different vinyl ester concentrations were evaluated. Increasing the vinyl ester content led to a pronounced improvement in the compression strength. The chemical resistances of the cured resins were evaluated through hot water, solvents, acid, and alkali resistance measurements. © 2006 Wiley Periodicals, Inc. J Appl Polym Sci 103: 3175–3182, 2007     

基于改进FV-LBM的多孔介质渗流模拟

提出了一种新的基于Brimman -Forchheimer方程的多孔介质流动格子Boltzmann法的有限体积形式（FV-LBM）。在该方法中,多孔介质效应通过将外力引入格子Boltzmann方程中,并通过以单元为中心的有限体积法求解,同时将权重的校正因子引入进来以提高数值计算的稳定性。用该方法验证了完全多孔Poiseuille流和Couette流,数值计算结果与理论解吻合较好。而且还用该方法模拟了具有均匀和非均匀孔隙度的裂隙-孔隙模型,结果表明：当达西数增加时,多孔层中的速度增加;而当裂隙区域的速度峰值减小时,速度轮廓接近抛物线。研究成果为多孔介质渗流模拟提供了有效途径。     

对称式基坑渗流涌水量的计算方法

随着地铁、越江隧道等地下工程的日益增多,涌现出了大量的对称式基坑。基于共形映射理论,推导了对称式基坑涌水量计算表达式,并对其计算参数进行分析。研究表明,对称式基坑的单宽涌水量与渗透系数、基坑内外水头差成正比,与（相对）隔水层层顶到坑底的距离和基坑两侧止水帷幕间距的比值、止水帷幕嵌固深度和（相对）隔水层层顶到坑底距离的比值、基坑内外水头差和（相对）隔水层层顶到坑底距离的比值成反相关。     

重力坝冲沙泄洪闸左导墙抗滑稳定及静动应力分析

为研究冲沙泄洪闸坝段左导墙在复杂地基开挖面上的抗滑稳定及静动应力分布规律,本文运用大型通用有限元软件ABAQUS对冲沙泄洪闸左导墙坝段进行了三维数值仿真计算。研究表明:左导墙坝段建基面处扬压力水头呈现上下游坝段高,中间坝段低的分布特征;各典型纵横断面以及导墙坝段整体在顺河向和横河向上的抗滑稳定安全系数均符合规范要求,不存在滑移问题;左导墙坝段建基面沿坝轴向最大拉应力超出其轴心抗拉强度,竖向最大拉应力区宽度以及最大剪应力等均满足地基承载力要求。但是计算结果反映出,导墙在坝左0+099.00与建基面的结合部位为应力薄弱面,出现了混凝土拉裂破坏的情况,对工程安全造成极大的隐患,建议进一步进行结构优化设计。     

Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force

The analytical solutions for predicting the exact shape of collapse mechanisms in shallow tunnels with arbitrary excavation profiles were obtained by virtue of the upper bound theorem of limit analysis and variation principle according to Hoek-Brown failure criterion. The seepage force was included in the upper bound limit analysis, and it was computed from the gradient of excess pore pressure distribution. The seepage was regarded as a work rate of external force. The numerical results of roof collapse in square and circular tunnels with different rock parameters were derived and discussed, which proves to be valid in comparison with the previous work. The influences of different parameters on the shape of collapsing blocks were also discussed.     

基于示踪剂质量守恒的测流模型研究

地下水渗透流速是一个很重要的水文地质参数,示踪技术可较为准确地估算地下水渗透流速。针对前人计算公式受诸多条件限制或存在不足之处,根据示踪剂质量守恒原理重新建立了示踪稀释物理模型,利用微元法推导了含水层水平流速计算新公式,修正了广义稀释定理,讨论了新公式与传统公式的内在联系,给出了实测数据的处理方法。应用于工程实例,表明采用新公式能够得到更为丰富的含水层水平流速变化信息,并与地质条件相一致,计算结果更为可靠的。     

电场作用对提高微生物浸矿性能的影响

在排土场微生物强化浸出过程中,结合电场生物工程技术,以氧化亚铁硫杆菌为研究对象,提出利用电场作用提高微生物浸矿性能的方法,探讨电场作用对微生物生长代谢以及渗流特性的影响。结果表明：电场作用对氧化亚铁硫杆菌生长代谢的影响非常明显,适当的电场可有效强化其生长代谢能力,过高的电流会抑制氧化亚铁硫杆菌生长;电场作用下,排土场孔隙中微生物的渗流能力明显增强,微生物电动渗流效应在渗透率高排土场中尤为明显。