Numerical modelling of soil nails in loose fill slope under surcharge loading     

Y.D. Zhou  C.Y. Cheuk  L.G. Tham 《Computers and Geotechnics》2009

A plane–strain numerical model has been developed to mimic a nailed loose fill slope under surcharge loading. The model has been used to back-analyse a field test that was conducted to examine the behaviour of soil nails in loose fill slopes under surcharge loading. Incremental elasto-plastic analyses coupled with pore water diffusion have been performed to study the internal deformation, water content redistribution in the soil, and the performance of the soil nails during and after the application of surcharge loading. The model parameters describing the mechanical and hydraulic properties of the nailed slope were obtained from field or laboratory tests. Different modelling techniques and boundary conditions for mimicking soil–nail interaction in loose fill material have been examined. Comparisons between numerical predictions and field measurements demonstrate that a new interfacial model, denoted as the embedded bond–slip interface model, is more suitable for mimicking the interfacial behaviour. Despite the simplicity of the numerical model, the predicted responses are in close agreement with the field test results, in particular the mobilisation and distribution of nail forces in response to surcharge loading. Both the numerical and the field test results suggest that soil nails are capable of increasing the overall stability of a loose fill slope for the loading conditions considered in this study. The increase in confining stress along the soil nails near the surcharge area is central to the overall stabilising mechanism. On the contrary, the nail forces mobilised near the nail heads are much smaller, indicating that the beneficial effect of having a structural grillage system at the slope face is limited for the range of surcharge pressures considered in this study.  相似文献   

A hybrid discrete–finite element model for numerical simulation of geomaterials     

Ali Fakhimi 《Computers and Geotechnics》2009

A hybrid discrete–finite element model is introduced for simulation of mechanical behavior of geomaterials. The soil or rock is modeled as a system of discrete balls that interact through normal and shear springs. The balls can be bonded at the contact points to withstand the applied deviatoric stresses. The important feature of this model is that the confining walls that can be imagined for example as the surrounding membrane or the mold in a physical test are modeled by deformable finite elements. This allows simulation of laboratory test features more realistically compared to the situations where the surrounding walls are rigid. The relationships between micro- and macro-properties are investigated in this paper as well. These relationships and the corresponding curves are helpful tools in calibration of the numerical model for the macroscopic elastic properties.  相似文献   

锡铁山片岩型铅锌矿床稀土元素成因标志   总被引：1，自引：0，他引：1  

坚润堂 《地质与勘探》2009,45(3):240-246

锡铁山(碳质)片岩型矿床具典型的"双层结构",笔者对层状矿体中硫化物、硅质岩及其围岩火山岩稀土元素分析表明,硫化物∑REE较低,在4.78×10-6～7.24×10-6之间,具明显负Eu异常,Ce异常总体不明显;硅质岩∑REE较高,在102.64×10-6～168.82×10-6之间,负Eu异常明显,Ce异常不明显;矿下中酸性火山岩的稀土元素总量普遍较高,负Eu异常明显,Ce异常不明显,矿上火山岩稀土元素组成变化较大,δEu值0.70～1.03(平均0.90),无明显Eu异常.分析认为,锡铁山(碳质)片岩型矿床是热水喷流-沉积作用的结果,成矿物质主要来自下伏火山岩及地壳深部.  相似文献   

MatDEM-fast matrix computing of the discrete element method     

《地震研究进展（英文）》2021,1(3):100010

Discrete element method can effectively simulate the discontinuity, inhomogeneity and large deformation and failure of rock and soil. Based on the innovative matrix computing of the discrete element method, the high-performance discrete element software MatDEM may handle millions of elements in one computer, and enables the discrete element simulation at the engineering scale. It supports heat calculation, multi-field and fluid-solid coupling numerical simulations. Furthermore, the software integrates pre-processing, solver, post-processing, and powerful secondary development, allowing recompiling new discrete element software. The basic principles of the DEM, the implement and development of the MatDEM software, and its applications are introduced in this paper. The software and sample source code are available online (http://matdem.com).  相似文献   

考虑楼板作用的SRC柱-钢梁混合框架动力时程分析     

楚留声  周红照  田野  赵军 《地震工程与工程振动》2021,(1):78-84

为了解楼板空间作用对型钢混凝土(SRC)柱-钢梁混合框架抗震性能的影响,利用有限元软件ABAQUS分别建立带有楼板和不带楼板的两跨三层SRC柱-钢梁框架,选取2组天然波和1组人工波对其进行弹塑性分析,对比2种框架结构的型钢应力分布、混凝土板损伤、层间相对位移角以及框架基底剪力,分析楼板在结构抗震中的影响规律。结果表明:增加楼板可以有效增加框架抗侧刚度,最大可使层间位移角降低38.7%;同时可以减小核心区梁端塑性区域的面积,减缓型钢上翼缘应力发展速度;而且楼板的存在可使最大基底剪力提升60.7%,有利于减小结构损伤和提高抗震性能。  相似文献   

二维梯形沉积盆地放大效应的数值模拟研究          下载免费PDF全文

包得志  荣棉水  喻烟 《地震工程学报》2021,43(6):1472-1479,1500

盆地效应作为场地效应的一种特殊类型,其对地震动的影响仍在持续研究当中。建立二维梯形沉积盆地模型,模型边界采用透射人工边界,利用显式有限元法作为求解方法。根据Buckingham提出的π定理定义了多个影响盆地效应的无量纲参数,包括盆地深宽比、介质波速比、盆地深度与入射波长之比、盆地开口宽度与入射波长之比。以Ricker子波作为输入波,研究SH波垂直入射盆地模型时,以上无量纲参数对盆地放大效应的影响。研究发现盆地深宽比越大盆地诱发的聚焦效应越明显,盆地深宽比越小盆地边缘效应越明显。在盆地的深宽比和入射波确定时,随着盆地开口宽度与入射波长之比不断增大盆地的最值放大系数逐渐从盆地中心移向盆地边缘,表现出越来越明显的边缘放大效应。其中波速比差异对放大系数的影响最大,波速比差异越大介质的波阻抗比越大,放大效应越显著。通过将影响盆地放大效应的参数无量纲化,使梯形盆地对地震动放大效应的研究的结论更具有普遍意义。  相似文献   

内嵌式法兰连接预制拼装双柱墩参数分析     

胡一鹏  黄遵义  曾玉昆  韩强  许坤 《震灾防御技术》2021,16(3):554-565

本文基于实际工程对内嵌式法兰连接预制拼装双柱墩参数进行了分析,将法兰设置在塑性铰区以外,设计1∶3缩尺模型,通过分析不同法兰强度等级、混凝土强度等级、轴压比和配筋率的内嵌式法兰连接预制拼装双柱墩模型,得到不同情况下推覆曲线和损伤破坏状态,分析各参数的影响。研究结果表明,法兰强度等级对结构的影响较小,配筋率对结构承载力和延性的影响较大,结构最终失效主要表现在塑性铰区域,法兰存在一定程度的翘起。  相似文献   

面向对象的土石坝参数随机反演程序设计   总被引：2，自引：1，他引：1  

陈斌施斌  王亦斌 《工程地质学报》2004,12(3):328-335

采用面向对象的软件PowerBuilder作为开发平台 ,运用动态链接库的原理 ,建立了一套面向对象的反演分析法 ,定义了对象类之间的关系 ,确立了有限元的消息流 ,使程序的界面更加友好 ,程序操作更为直观。并针对岩土工程反分析中使用的传统贝叶斯法中存在的缺陷 ,提出了扩展贝叶斯法 ,从概率论和数理统计的原理出发 ,建立了基于决策信息论中AIC准则和最大熵准则的岩土工程随机反演的准则函数。所建立的计算模型和分析方法 ,通过了数值算例的验证 ,从而也表明本文提出的模型和分析方法基础可靠、仿真性强 ,具有广阔的应用前景  相似文献   

Textural and Geochemical Characteristics of Proglacial Sediments: A Case Study in the Foreland of the Nelson Ice Cap, Antarctica   总被引：1，自引：0，他引：1  

LIU Xiaodong  SUN Liguang  YIN XuebinInstitute of Polar Environment  University of Science  Technology of Chin  Hefei  Anhui 《《地质学报》英文版》2004,78(4):970-981

This paper presents a detailed study on the textural and geochemical characteristics of the proglacial sediments near the edge of modern Nelson Ice Cap, Antarctica. The grain size distributions of the proglacial sediments are characteristic of glacigenic deposits, but very different from those of aeolian and lacustrine sediments. Moreover, the grain size distributions of the proglacial sediments are fractal with a dimension of about 2.9, and the fractal dimensions can be used as another summary statistical parameter for quantifying the relative amounts of coarse and fine materials. Correlations between the absolute element abundances of the proglacial sediments are very weak due to mineral partitioning and other effects of glacial processes, but correlations between the element/Rb ratios are statistically significant. This finding indicates that element/Rb ratios can be used to reduce or eliminate the effects of glacial processes, evaluate geochemical data and determine the sediment provenance in the for  相似文献   

二维圆柱坐标下FDTD法对多频电磁波测井的数值模拟   总被引：5，自引：2，他引：3  

刘四新 《吉林大学学报(地球科学版)》2004,34(2):283-286

在介质围绕Z轴旋转对称的情况下,三维直角坐标下的麦克斯韦方程可变成两组分别对应TM波和TE波的二维柱坐标下的偏微分方程.采用线圈作为电磁波测井的发射器和接收器的时候,可采用TE波对应的方程,这时相当于磁极子的情况.而采用电偶极子作为发射和接收器的时候,则对应TM波的方程.采用时间和空间均为二阶精确的有限差分方法,将偏微分方程进行差分化.这样,空间的电磁场可由时间域有限差分法(FDTD)来求解.  相似文献