Implicit integration under mixed controls of a breakage model for unsaturated crushable soils          下载免费PDF全文

Yida Zhang  Giuseppe Buscarnera 《国际地质力学数值与分析法杂志》2016,40(6):887-918

This paper discusses a series of stress point algorithms for a breakage model for unsaturated granular soils. Such model is characterized by highly nonlinear coupling terms introduced by breakage‐dependent hydro‐mechanical energy potentials. To integrate accurately and efficiently its constitutive equations, specific algorithms have been formulated using a backward Euler scheme. In particular, because implementation and verification of unsaturated soil models often require the use of mixed controls, the incorporation of various hydro‐mechanical conditions has been tackled. First, it is shown that the degree of saturation can be replaced with suction in the constitutive equations through a partial Legendre transformation of the energy potentials, thus changing the thermomechanical state variables and enabling a straightforward implementation of a different control mode. Then, to accommodate more complex control scenarios without redefining the energy potentials, a hybrid strategy has been used, combining the return mapping scheme with linearized constraints. It is shown that this linearization strategy guarantees similar levels of accuracy compared with a conventional strain–suction‐controlled implicit integration. In addition, it is shown that the use of linearized constraints offers the possibility to use the same framework to integrate a variety of control conditions (e.g., net stress and/or water‐content control). The convergence profiles indicate that both schemes preserve the advantages of implicit integration, that is, asymptotic quadratic convergence and unconditional stability. Finally, the performance of the two implicit schemes has been compared with that of an explicit algorithm with automatic sub‐stepping and error control, showing that for the selected breakage model, implicit integration leads to a significant reduction of the computational cost. Such features support the use of the proposed hybrid scheme also in other modeling contexts, especially when strongly nonlinear models have to be implemented and/or validated by using non‐standard hydro‐mechanical control conditions. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method          下载免费PDF全文

Samila Bandara  Alessio Ferrari  Lyesse Laloui 《国际地质力学数值与分析法杂志》2016,40(9):1358-1380

This paper presents a dynamic fully coupled formulation for saturated and unsaturated soils that undergo large deformations based on material point method. Governing equations are applied to porous material while considering it as a continuum in which the pores of the solid skeleton are filled with water and air. The accuracy of the developed method is tested with available experimental and numerical results. The developed method has been applied to investigate the failure and post‐failure behaviour of rapid landslides in unsaturated slopes subjected to rainfall infiltration using two different bedrock geometries that lie below the top soil. The models show different failure and post‐failure mechanisms depending on the bedrock geometry and highlight the negative effects of continuous rain infiltrations. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

基于圆柱多段拟合的隧道中轴线提取方法研究     

荆海峰  李广云  王力  杨文锋 《大地测量与地球动力学》2018,38(2):211-215

提出基于圆柱多段拟合的隧道中轴线提取方法。首先对隧道点云数据进行预处理，并将点云按隧道走向分成不同区段；然后对各区段依据轴线与表面点云法线垂直关系，提取精度较低的中轴线；最后对各区段利用圆柱多段拟合，提取精度较高的中轴线。实验表明，隧道中轴线的提取在一定的采样区间具有较高的稳定性，对直线和弯曲的圆形隧道有良好的适用性，算法可靠，精度较高。  相似文献   

大回线源瞬变电磁技术在西藏山南地区探矿中的应用     

薛国强 《地质与勘探》2011,47(1):100-106

对大回线源瞬变电磁非中心点场和中心点场响应进行对比讨论,认为核函数具有相似的函数形态和函数性质,因此对于非中心点各分量也可以表示成与中心点垂直分量类似的多项式形式,采用待定系数法,完成视电阻率定义,通过模型检验认为方法可行,结果可靠.使用这一技术时西藏山南地区的帕南、努日等两个矿区进行探测,解释结果与钻探验证一致,取得...  相似文献   

考虑侧填荷载的分离式基础涵洞地基承载力新算法和试验   总被引：1，自引：0，他引：1  

王雯璐  赵大军  王磊 《吉林大学学报(地球科学版)》2011,41(3):771-776,783

为了研究涵侧填土对采用分离式基础涵洞地基承载力的提高效应,先结合基底土体的受力特点,进行受力分析,建立计算模型,构建求解分离式基础地基极限承载力的算法,给出承载力表达式。然后在相似理论的指导下,设计了5组模型,试验模拟粉质黏土地基受荷变形直到破坏的全过程,绘出荷载-沉降曲线,测得涵侧填土高度为0、4、8、12、16 m时的地基极限承载力。试验发现:随着侧填土高度的增加,承载力显著提高,当填土为12 m时已达到885 kPa;但提高幅度表现出非线性特性,先从18.42%增加到36.11%,然后减小到3.39%;当填土达到16 m时承载力达到915 kPa且不再增加;同时发现使用本文算法与试验实测值的误差小于10%,可以考虑用此算法计算分离式基础涵洞的地基极限承载力。继而得出结论:当涵洞地基沉降满足设计要求时,涵侧填土显著提高了地基承载力,节约工程造价,且提高的幅度先增加后减少,当达到16 m时地基承载力便逐渐趋于915 kPa。  相似文献   

Using existing scientific capacity to set targets for ecosystem-based management: A Puget Sound case study     

Jameal F. Samhouri  Phillip S. Levin  C. Andrew James  Jessi Kershner  Greg Williams 《Marine Policy》2011

Human actions have altered the structure and function of coastal ecosystems worldwide. In many locations, the overall portfolio of goods, cultural amenities, and supporting services provided by the marine environment has deteriorated. Ecosystem-based management (EBM) offers significant promise for addressing these issues because it is a comprehensive and integrated approach designed to reconcile conflicts and trade-offs among users of marine resources. A key step in the implementation of EBM is the establishment of target reference levels, or desired states, for indicators that reflect the status of the ecosystem. This paper reviews five approaches, borrowed from a variety of disciplines, to establish target reference levels for EBM. The approaches include the use of existing reference levels, reference directions, and reference levels based on nonlinear functional relationships, baselines, or social norms. Each approach is particularly suitable for EBM because it can be used alone or in combination with others to contextualize status for a diverse suite of ecosystem goals influenced by a wide variety of human activities. Perhaps most importantly, these approaches offer a prospectus for moving forward with EBM by using readily available information, motivating existing scientific capacity, and addressing trade-offs implicit to the setting of targets. This last point is articulated via examples of how each type of reference level might be applied in Puget Sound, WA, USA, where the efforts of scientists, managers, and policy makers have aligned recently in the interest of EBM implementation.  相似文献   

一种基于自适应窗口滤波的DEM获取算法          下载免费PDF全文

张保明  郭海涛  张宏伟  卢俊 《海洋测绘》2011,31(3):28-30

在分析了一种基于固定窗口滤波的DEM获取算法的基础上,提出了一种自适应窗口滤波的DEM获取算法,改变移动窗口的大小进行分块拟合来反演地面的高程值,获取DEM数据.利用海岸带区域IKONOS卫星影像匹配生成的三维坐标数据集进行了实验,实验证明了该算法的有效性.  相似文献   

海图自动综合中二维平面图形知识的获取          下载免费PDF全文

朱颖  陆毅  李志炜  蒋红燕  刘晓红  宋海英 《海洋测绘》2011,31(5):75-78

为了保持综合过程的真实性,应当把更多的注意力放在数据的特性上,通过对海图中常见的点、线、面的二维平面图形知识进行分析,可以在电子海图的自动综合过程中,把要素自身的图形特征和地理特征在图形简化时同时考虑,并保持综合过程的真实性.  相似文献   

静态精密单点定位中对流层延迟估计     

李凯锋  欧阳永忠  陆秀平  吴太旗  任来平 《海洋测绘》2011,31(6):12-15

首先介绍了三种对流层误差改正模型,然后把模型改正值作为先验值,将天顶延迟的剩余误差作为待定参数,分别用卡尔曼滤波和最小二乘两种估计方法计算对流层的残余量;实验证明Saastamoinen模型优于后两种模型,并利用实测气象参数计算对流层延迟,结果表明标准模型与实测气象参数对静态精密单点定位中对流层延迟量的计算结果影响不大...  相似文献   

低软化点防塌减阻剂研究及在复杂地层中的应用     

熊正强 《地质与勘探》2015,51(6):1175-1180

为解决现有沥青类防塌剂软化点高及较低温度条件下润滑性差等问题,采用沥青及石油树脂等为主要原料,研制出软化点30℃~60℃可调的防塌减阻剂GFT。室内性能评价表明,GFT具有胶体稳定性好、软化点低、乳液粒径小及润滑能力强等特点,而且与冲洗液配伍性强,不会明显增加冲洗液的粘度,并能有效地降低冲洗液的滤失量。在淡水膨润土基浆中加入1%软化点为46℃的防塌减阻剂,基浆的润滑系数降低率达69%。经在山东及安徽等地多个复杂地层钻孔中现场应用,证明了防塌减阻剂GFT对松散破碎地层、见水易分散地层及硬碎地层具有良好的护壁效果,同时能较好地降低钻具扭矩及摩擦阻力。  相似文献