基于INPGA的地下水污染治理多目标优化管理模型:Ⅰ——理论方法与算例验证   总被引：1，自引：0，他引：1       下载免费PDF全文

吴剑锋  彭伟  钱家忠  吴吉春 《地质论评》2011,57(2):278-284

基于小生境技术的Pareto遗传算法(NPGA)是一种求解多目标问题的智能搜索方法,适用于优化多种非线性、不连续等复杂多目标问题.但该算法存在局部早熟收敛和收敛速度慢两个不足,在求解Pareto前沿上效果不佳.本文在NPGA的基础上,提出了改进NPGA方法(INPGA),通过Pareto解集过滤器、精英个体保留策略、邻...  相似文献   

Fabric evolution within shear bands of granular materials and its relation to critical state theory   总被引：2，自引：0，他引：2  

Pengcheng Fu  Yannis F. Dafalias 《国际地质力学数值与分析法杂志》2011,35(18):1918-1948

In an effort to study the relation of fabrics to the critical states of granular aggregates, the discrete element method (DEM) is used to investigate the evolution of fabrics of virtual granular materials consisting of 2D elongated particles. Specimens with a great variety of initial fabrics in terms of void ratios, preferred particle orientations, and intensities of fabric anisotropy were fabricated and tested with direct shear and biaxial compression tests. During loading of a typical specimen, deformation naturally localizes within shear bands while the remaining of the sample stops deforming. Thus, studying the evolution of fabric requires performing continuous local fabric measurements inside these bands, a suitable task for the proposed DEM methodology. It is found that a common ultimate/critical state is eventually reached by all specimens regardless of their initial states. The ultimate/critical state is characterized by a critical void ratio e which depends on the mean stress p, while the other critical state fabric variables related to particle orientations are largely independent of p. These findings confirm the uniqueness of the critical state line in the e ? p space, and show that the critical state itself is necessarily anisotropic. Additional findings include the following: (1) shear bands are highly heterogeneous and critical states exist only in a statistical sense; (2) critical states can only be reached at very large local shear deformations, which are not always obtained by biaxial compression tests (both physical and numerical); (3) the fabric evolution processes are very complex and highly dependent on the initial fabrics. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Optimum design of stone column-improved soft soil using multiobjective optimization technique     

Kousik Deb  Anirban Dhar 《Computers and Geotechnics》2011

A combined simulation–optimization-based methodology is proposed to identify the optimal design parameters for granular bed–stone column-improved soft soil. The methodology combines a finite difference-based simulation model and an evolutionary multiobjective optimization model. A combined simulation–optimization methodology is developed for two different formulations: (a) the minimization of maximum settlement and the minimization of differential settlement subject to stress constraints; (b) the minimization of maximum settlement, the minimization of differential settlement and the maximization of the degree of consolidation subject to stress constraints. The developed methodology is applied to an illustrative system. Different scenarios are evaluated to examine critical field conditions. The solution results show that the modular ratio and the ultimate stress carrying capacity of the stone column are the most important parameters for optimal design. The obtained results also show the potential applicability of the developed methodology.  相似文献   

杭州黄龙饭店支腿式地下连续墙施工技术探讨          下载免费PDF全文

唐俊杰 《探矿工程》2011,38(10):46-49,45

支腿式地下连续墙在杭州地区工程中首次运用。结合实际工程实践,就支腿式地下连续墙的技术要点进行介绍,通过跟踪分析实际施工过程,简单介绍整个工艺流程和确保支腿式地下连续墙的施工质量、保证地下室开挖深度及基坑安全性、稳定性的技术措施。展望支腿式地下连续墙推广应用前景。  相似文献   

北京地区某基坑边坡支护变形分析及建议          下载免费PDF全文

秦俊生  王成彪  程剑 《探矿工程》2011,38(4):36-40

通过北京地区某基坑开挖工程中的变形情况,分析该工程基坑边坡变形的根本原因,同时通过该工程的情况,反思在岩土工程设计及施工过程中遇见该类饱和的细颗粒地层时应当注意的事项,最后对在此类地层中施工时的一些难点提出了解决方法。  相似文献   

强震的孕育规律与孕震模式     

秦四清  熊巨华  薛雷  黄鑫  王媛媛  泮晓华 《西安地质学院学报》2011,(3):311-316

针对强震能否预测以及如何预测的科学难题,建立孕震断层多锁固段脆性破裂理论,发现强震孕育过程的指数规律：sf（k）=1.48ksc,其中sf（k）和sc分别为第k个锁固体断裂点与第一个锁固段膨胀起点对应的累加Be-nioff应变,可以利用锁固段在其变形膨胀点处开始发生的震群事件（加速性地震活动前兆）预测未来大震,并给出了强震四要素相关预测方法。通过对诸多历史强震（如邢台地震、海城地震、汶川地震、玉树地震等）的回溯性检验分析表明：强震可以预测,且其孕震过程都遵循着上述简单的共性力学规律。在此基础上,归纳出4种典型强震的孕震模式,即大震震级呈＂大—小—大＂型,大震震级呈连续上升型,锁固段快速连续破裂型与标准型。此外,根据相关强震预测理论方法,对有关抗震救灾未来研究的方向提出如下建议：建议加强活动断裂位置精确定位、性质判定的地震地质研究,并开展孕震区锁固段（闭锁区域）判识的地质与地球物理研究等。  相似文献   

拉萨市夏季大气降尘单颗粒矿物组成及其形貌特征   总被引：3，自引：0，他引：3       下载免费PDF全文

张学磊  邬光剑  岳雅慧  张成龙 《岩石矿物学杂志》2011,30(1):127-134

应用带能谱的电子扫描电镜(SEM-EDX)对拉萨市夏季正常天气下收集的大气自然沉降气溶胶样品进行分析,研究了拉萨市大气降尘矿物组成和各种物相形貌特征信息。拉萨市大气颗粒物含有硅酸盐颗粒、富钙颗粒、富铁颗粒、富碳颗粒(燃煤飞灰颗粒和燃油飞灰颗粒)和植物残体颗粒。根据颗粒物数量统计发现拉萨市大气颗粒物以硅酸盐颗粒为主,富钙颗粒和富铁颗粒次之,需要指出的是以燃油飞灰为主的富碳颗粒已占到一定比重,说明以燃油为主的机动车尾气对拉萨大气污染在加强。研究结果表明,大气降尘矿物成分及其形貌特征可以用作判定污染物来源的重要标志,拉萨大气中颗粒来源的多样性决定了治理措施也应综合进行。  相似文献   

Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakes     

Osman E. Ozbulut  Stefan Hurlebaus 《地震工程与结构动力学》2011,40(3):273-291

The seismic response of a multi‐span continuous bridge isolated with novel superelastic‐friction base isolator (S‐FBI) is investigated under near‐field earthquakes. The isolation system consists of a flat steel‐Teflon sliding bearing and a superelastic NiTi shape memory alloy (SMA) device. The key design parameters of an S‐FBI system are the natural period of the isolated bridge, the yielding displacement of the SMA device, and the friction coefficient of the sliding bearings. The goal of this study is to obtain optimal values for each design parameter by performing sensitivity analysis of a bridge isolated by an S‐FBI system. First, a three‐span continuous bridge is modeled as two‐degrees‐of‐freedom with the S‐FBI system. A neuro‐fuzzy model is used to capture rate‐ and temperature‐dependent nonlinear behavior of the SMA device. Then, a set of nonlinear time history analyses of the isolated bridge is performed. The variation of the peak response quantities of interest is shown as a function of design parameters of the S‐FBI system and the optimal values for each parameter are evaluated. Next, in order to assess the effectiveness of the S‐FBI system, the response of the bridge isolated by the S‐FBI system is compared with the response of the non‐isolated bridge and the same bridge isolated by pure‐friction (P‐F) sliding isolation system. Finally, the influence of temperature variations on the performance of the S‐FBI system is evaluated. The results show that the optimum design of a bridge with the S‐FBI system can be achieved by a judicious specification of design parameters. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

地震数据模型优化过程方法及初步应用          下载免费PDF全文

杜军辉  闫丽莉  屈春燕  刘治  单新建 《地震地质》2011,33(3):706-718

由于地震数据种类繁多且数量不断增大,使得地震数据共享和数据服务面临的困难越来越大.针对这个问题,提出了基于PowerDesigner建模工具对已有的地震数据模型进行优化的过程方法.并将此方法初步应用于现有的1/400万活动断层GIS数据库中,针对该库目前存在的问题,实现了对断层数据模型的优化,结合具体的实例,应用了优化...  相似文献   

基于满意度的液体质量双调谐减振器参数优化及应用     

王波  汪正兴  陈开利  郭翠翠 《地震工程与工程振动》2011,31(6):186-190

为探讨多重液体质量双调谐阻尼器(MTLMD)参数优化算法,引入满意度理论,以满意度水平为目标函数,建立了主结构与MTLMD系统动力放大系数的三参量改进型加权满意度方程.对南京大胜关长江大桥吊杆结构MTLMD系统最优阻尼比及频率比等参数进行优化分析,得出了满意度水平、信心指数及最优参数之间的相互关系.研究结果表明:以满意...  相似文献