基于C2阶连续函数的广义Hoek-Brown强度准则屈服面与塑性势面棱角圆化方法     

周兴涛  盛谦  崔臻  朱泽奇  胡之锋  马亚丽娜 《岩土力学》2018,39(Z1):477-487

Hoek-Brown强度准则的屈服面与塑性势面在棱角处导数无定义,具有数值奇异性,采用圆角进行光滑过渡只能满足一阶导数连续性,而二阶导数仍然无定义,使得棱边上一致切线模量矩阵无法正确计算,导致有限元总体平衡方程组Newton-Raphson隐式迭代二阶收敛性丧失。提出基于C2阶连续函数的广义Hoek-Brown准则屈服面与塑性势面棱角圆化方法,使得棱角处函数曲面二阶连续可导,棱边上一致切线模量矩阵可精确计算。基于ABAQUS数值开发平台,采用FORTRAN语言编制Hoek-Brown准则理想弹塑性UMAT用户子程序,通过数值算例验证所提方法的正确性。  相似文献   

A Multiple Composite Fingerprinting Method and Its Application     

Benli Liu  Xunchang John Zhang  Baicheng Niu  Jianjun Qu 《地球科学进展》2019,34(10):1092-1098

Fingerprinting technique provides an essential means for estimating source contributions of watershed sediments, in which a single group of “optimum composite fingerprints” has been widely used in the literature to estimate sediment provenance. This type of methods is not restricted by the scale or process of sediment transportation so that similar procedures can be applied in sediment provenance research for aeolian depositions. However, recent studies found no direct link (positive relationship) between the ability of the tracer group to discriminate sources and its rigor in estimating source contributions after optimization. Here, we introduced a recently developed multiple composite fingerprinting method with additional screening based on analytical solutions, and further reviewed its verification in watersheds at different scales. It turned out that compared to Monte Carlo optimization method, a reasonable estimation can be achieved using the mean of the maximum number of composite fingerprints that given analytical solution to the mixing model, but the computational cost can be reduced significantly. The reliability of this new method was also tested in source contribution estimating of aeolian sediments, and the provenance quantification of reservoir sediment in an arid region experiencing both wind and water sediments.  相似文献   

基于状态曲面的非饱和土强度准则及其验证     

郑国锋  郭晓霞  邵龙潭 《岩土力学》2019,40(4):1441-1448

考虑体变对非饱和土土-水状态的影响,将状态曲面函数引入传统的Vanapalli强度公式得到与孔隙比相关的抗剪强度准则,新准则使用饱和土的强度参数和两条不同孔隙比对应的土-水特征曲线。选择一种尾矿砂和高岭土的混合土料为研究对象,进行一系列的土-水特征曲线试验、吸力控制的等向压缩和三轴剪切试验。试验结果表明,新准则能更准确地预测非饱和土的强度,证明了传统强度预测的误差主要来源于忽略了体变导致的土-水状态变化,并提出在不同应力空间内精确地获得抗剪强度包线的方法,合理地解释了强度包线斜率在净应力-强度平面内随吸力增大、强度包线形状在吸力-强度平面内随净应力发生变化的特性。  相似文献   

基于复合抗滑桩模型加固边坡稳定性分析     

陈冲  王卫  吕华永 《岩土力学》2019,40(8):3207-3217

数值分析方法能够同时考虑抗滑桩的受力行为及加固边坡稳定性,是研究抗滑桩加固边坡稳定性的重要手段。但在数值模拟计算中,尚未形成一种建模易、精度高和计算快的抗滑桩数值模拟模型。因此,提出一种复合单元抗滑桩模型,基于该模型系统研究抗滑桩顶部自由和固定约束条件下,不同桩位、间距等设计参数对抗滑桩加固边坡效果的影响以及抗滑桩潜在失效模式,研究结果表明,复合单元抗滑桩模型可以真实地模拟桩的力学性能,计算精度高且计算结果不受单元网格疏密的影响。抗滑桩布置在边坡中部时,加固边坡安全系数最大,越靠近边坡两端,加固边坡安全系数越小。当桩间距S≤3D时,边坡潜在滑面被分为两个独立部分,桩间土形成明显应力拱,当桩间距S≥4D时,桩间中心土体塑性剪切带完全贯通,桩间土体形成反向应力拱。桩顶自由和固定约束时,抗滑桩分别布置在边坡中部(Lx/L=0.5)和边坡中下部(Lx/L=0.3)时,抗滑桩易发生弯曲破坏。研究结果对抗滑桩加固边坡工程设计具有指导意义。  相似文献   

基于显式时间积分的球颗粒DDA计算方法     

赵强  焦玉勇  张秀丽  谢壁婷  王龙  黄刚海 《岩土力学》2019,40(11):4515-4522

非连续变形分析方法（DDA）是一种平行于有限元法的新型数值计算方法,该方法基于最小势能原理,把每个离散块体的变形、运动和块体之间的接触统一到平衡方程中进行隐式求解。然而,传统DDA方法在计算过程中需组装整体刚度矩阵并联立求解方程组,在用于大型岩土工程问题的三维数值模拟时占用内存较大、耗时较长、计算效率极低。因此,提出一种基于显式时间积分的三维球颗粒DDA方法。该方法在求解过程中不需要组装整体刚度矩阵,在求解加速度时,由于质量矩阵为对角矩阵,可存储为一维向量占用内存较少,且可分块逐自由度求解,效率较高,在接触判断上采用最大位移准则简化了接触算法,采用较小的时步,保证了计算的精确性;通过几个典型算例验证了该方法的准确性及计算效率。  相似文献   

基于强度折减法的边坡安全预警及失稳判据研究     

何阳  徐定芳 《华南地质与矿产》2019,35(3):343-347

传统强度折减法难以对实际边坡失稳进行动态预测或预警。基于边坡失稳变形的演化规律,获得边坡特征点位移量与稳定状态的关系。利用强度折减法对边坡强度进行逐步折减,进而构建边坡折减系数与特征点位移间关系曲线,结合边坡失稳演化规律,以特征点处位移值的突变作为边坡失稳判定依据,提出一种边坡失稳预警位移值和极限位移值的确定方法,实现了对边坡安全性进行预测预警。  相似文献   

汶川地震前远场形变异常及其与地震相关性研究     

牛安福  张凌空  章静  闫伟  赵静  岳冲  苑争一 《中国地震》2021,37(1):15-21

判定震前出现的形变显著异常是否与地震相关,是认识地震孕育过程及开展地震预测研究最为重要的基础问题。本文分析了汶川地震前一些显著形变异常特征,发现震前在震中区附近异常较少,而外围则较多。针对其中一些距离震中较远的异常,借助前兆异常与地震震中距、震级间物理统计模型,提出了远距离形变异常与地震关联的判别准则,给出了红柳峡跨断层水准短期异常等与汶川地震之间的联系。最后,结合构造特点讨论了远距离前兆存在的意义。  相似文献   

带准则参数的平差准则及其统一与解算   总被引：1，自引：1，他引：0  

朱建军  田玉淼  陶肖静 《测绘学报》2012,41(1):8-0

平差的核心问题是确定准则中的准则参数α,从而确定准则函数相对于平差参数X的极值并进行解算。首先对准则带参数的这些平差准则从形式上进行统一,然后利用虚拟观测,提出一种广泛适用的解算方法。每种带参数的准则模型都可以通过这种方法来确定准则参数和解算结果。最后用正则化方法举例,对比最小二乘和其他解法表明这种方法的可行性和优点。  相似文献   

南大巴山东段上奥陶统五峰组-下志留统龙马溪组钾质斑脱岩锆石U- Pb年龄及其构造意义   总被引：1，自引：0，他引：1  

熊国庆  王剑  李园园  余谦  门玉澎  周小琳  熊小辉  周业鑫  杨潇 《地质学报》2019,93(4):843-864

奥陶系-志留系之交的钾质斑脱岩分布范围广,发育层位多,是研究该时期地层年代学、事件地层对比、生物大灭绝和冰期事件及源区构造背景分析的理想对象。本文对南大巴山东段鄂渝交界上奥陶统五峰组-下志留统龙马溪组地层中的斑脱岩开展了锆石U-Pb测年,栗子坪剖面(LZP)黑色泥岩中钾质斑脱岩获得了447.9±2.9Ma年龄,燕子剖面(YZ)黑色硅质岩中钾质斑脱岩年龄为450.9±1.6Ma,间接地限定和约束了地层的沉积年龄。岩石地球化学特征显示,燕子剖面斑脱岩SiO_2为53.61%～56.34%,而栗子坪剖面SiO_2为35.56%～43.81%,其低值可能与高铁含量和高烧失量有关;K_2O含量为5.61%～5.47%,且K_2ONa_2O,属钾质斑脱岩。燕子剖面和栗子坪剖面钾质斑脱岩稀土元素含量变化较大,前者ΣREE为46.48×10~(-6)～73.70×10~(-6),平均值63.08×10~(-6),后者ΣREE介于113.34×10~(-6)～356.98×10~(-6)之间,平均值164.08×10~(-6),LREE/HREE和La_N/Yb_N均显示轻、重稀土元素分异不太明显,轻稀土轻微富集的特点;两者均具有明显的Eu负异常,Ba、U、Nb和Ti微量元素分异明显,前者微量元素明显亏损Nb、Ta和Ti(TNT异常)。原岩恢复结果表明LZP钾质斑脱岩的原始岩浆为过碱性粗面安山岩,YZ钾质斑脱岩为高钾碱性流纹岩,表明两者可能属不同期次或不同来源的岩浆岩。构造背景判别图解显示,LZP样品主要落入板内花岗岩内;YZ样品落在火山弧花岗岩/同碰撞花岗岩内。结合大巴山区域地质构造背景,笔者认为～450.9Ma钾质斑脱岩可能与古秦岭洋壳向北的俯冲有关,其火山凝灰质可能源自沿古秦岭洋盆北缘的火山弧喷发;～447.9Ma钾质斑脱岩与板内拉张有关,火山物质可能主要以板内火山喷发为主。  相似文献   

Simplified Calculation Methods for All-Vertical-Piled Wharf in Offshore Deep Water     

WANG Yuan-zhan  HE Lin-lin 《海洋工程》2017,31(2):182-191

All-vertical-piled wharf is a kind of high-piled wharf, but it is extremely different from the traditional ones in some aspects, such as the structural property, bearing characteristics, failure mechanism, and static or dynamic calculation methods. In this paper, the finite element method (FEM) and theoretical analysis method are combined to analyze the structural property, bearing behavior and failure mode of the all-vertical-piled wharf in offshore deep water, and to establish simplified calculation methods determining the horizontal static ultimate bearing capacity and the dynamic response for the all-vertical-piled wharf. Firstly, the bearing capability and failure mechanism for all-vertical-piled wharf are studied by use of FEM, and the failure criterion is put forward for all-vertical-piled wharf based on the ‘plastic hinge’. According to the failure criterion and P-Y curve method, the simplified calculation method of the horizontal static ultimate bearing capacity for all-vertical-piled wharf is proposed, and it is verified that the simplified method is reasonable by comparison with the FEM. Secondly, the displacement dynamic magnification factor for the all-vertical-piled wharf under wave cyclic loads and ship impact loads is calculated by the FEM and the theory formula based on the single degree of freedom (SDOF) system. The results obtained by the two methods are in good agreement with each other, and the simplified calculation method of the displacement dynamic magnification factor for all-vertical-piled wharf under dynamic loads is proposed. Then the simplified calculation method determining the dynamic response for the all-vertical-piled wharf is proposed in combination with P-Y curve method. That is, the dynamic response of the structure can be obtained through the static calculation results of P-Y curve method multiplied by the displacement dynamic magnification factor. The feasibility of the simplified dynamic response method is verified by comparison with the FEM under different conditions.  相似文献