Behavior of sand–rubber particle mixtures: experimental observations and numerical simulations     

Changho Lee  Hosung Shin  Jong‐Sub Lee 《国际地质力学数值与分析法杂志》2014,38(16):1651-1663

A series of laboratory experiments and numerical simulations are conducted to explore the characteristics of mixtures composed of sand and rubber particles of the same median diameter. The mixtures are prepared with different volumetric sand fractions (sf = V_sand/V_total). The experiment focuses on assessing the strain level on the characteristics of the mixture with the volume fraction of each component. Numerical simulations using the discrete element method are performed to obtain insight into the microscale behavior and internal mechanism of the mixtures. The experimental results show that the behavior of the mixtures is dependent on the relative sand and rubber particles composition with variation in the strain levels. The numerical simulation reveals the effect of the soft rubber particle inclusion in the mixture on the micromechanical parameters. In low sand fraction mixtures, a high shear stress along the contact is mobilized, and the stress state is driven to a more anisotropic condition because of the relatively high particle friction angle of the rubber. The rubber particles play different roles with the strain level in the mixture, including increasing the coordination number and controlling plasticity of the mixture in a small strain, preventing buckling of the force chain in an intermediate strain, and leading to contractive behavior in a large strain. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

A relationship between tensile strength and loading stress governing the onset of mode I crack propagation obtained via numerical investigations using a bonded particle model          下载免费PDF全文

Zhenyu Han  Dion Weatherley  Ruslan Puscasu 《国际地质力学数值与分析法杂志》2017,41(18):1979-1991

Numerical models based on the discrete element method are used to study the fracturing process in brittle rock‐like materials under direct and indirect tension. The results demonstrate the capacity of the model to capture the essential characteristics of fracture including the onset of crack propagation, stable and unstable crack growth, arrest and reinitiation of fracturing, and crack branching. Simulations of Brazilian indirect tension tests serve to calibrate the numerical model, relating macroscopic tensile strength of specimens to their micromechanical breakage parameters. A second suite of simulations reveals a linear relationship between the tensile strength of specimens and the loading stress for which mode I tensile crack propagation ensues. Based on these results, a crack initiation criterion for brittle materials is proposed, prescribing the stressing conditions required to induce tensile failure. Such a criterion, if broadly applicable, provides a practical means to rapidly assess the failure potential of brittle materials under tensile loads.  相似文献   

Wave-ice interaction in the North-West Barents Sea     

《Applied Ocean Research》2019

The results of field work on drift ice during wave propagation are analyzed and presented. The field work was performed in the Barents Sea, and the main focus of the paper is on wave processes in the MIZ. A model of wave damping in broken ice is formulated and applied to interpret the field work results. It is confirmed that waves of higher frequencies are subjected to stronger damping when they propagate below the ice. This reduces the frequency of most energetic wave with increasing distance from the ice edge. Difference of wave spectra measured in two relatively close locations within the MIZ is discussed. The complicated geometry and dynamics of the MIZ in the North-West Barents Sea allow waves from the Atlantic Ocean and south regions of the Barents Sea to penetrate into different locations of the MIZ.  相似文献   

南黄海砂质海底反向声散射测量（6-24 kHz）     

阚光明  刘保华  杨志国  于盛齐  戚乐华  于凯本  裴彦良 《海洋学报(英文版)》2019,38(5):99-108

在南黄海某一典型的砂质海底区域，采用全向性声源和全向性接收水听器开展了频率范围为6-24 kHz的海底反向声散射测量。测量结果表明，在避免海面散射干扰并满足远场条件的情况下，本次实验获得了掠射角范围为18~80°的海底反向声散射强度，其数值为-41.1~24.4 dB。在有效掠射角范围内，声散射强度总体上随掠射角的增大呈现出增大趋势，但对于不同的频率，其变化趋势有所不同，反映出不同的散射机理。在20°、40°和60°掠射角处，在6-24 kHz的频率范围内反向声散射强度总体上呈现出正相关的频率依赖性，其线性相关斜率分别为0.2229 dB/kHz、0.5130 dB/kHz、0.1746 dB/kHz。在最大掠射角80°处，反向声散射强度未呈现出明显的频率相关性。  相似文献   

Discussion of “Shear Strength of an Accumulation Soil from Direct Shear Test” by J. Wang,H. Zhang,H. Wen,and Y. Liang     

Di Zhao  Zhen-Feng Qiu 《Marine Georesources & Geotechnology》2016,34(2):194-197

According to the article named “Shear Strength of an Accumulation Soil from Direct Shear Test” by J. Wang, H. Zhang, H. Wen, and Y. Liang, this paper proposes a more reasonable expression to characterize shear strength in the original paper. The angle of shearing resistance is expressed by the combination of initial and incremental angles of shearing resistance, the relative compactions and water content were used to analyze the effects. The initial and incremental angles of shearing resistance are generally increasing with the increment of the relative compaction, increasing then decreases with the increment of the water content. The finial expressions which combined by the series of simulation equation was given to precisely predict the accumulation soil's angle of shearing resistance in relation to the relative compactions and water content.  相似文献   

下击暴流的雷达预警量化指标研究   总被引：1，自引：0，他引：1       下载免费PDF全文

罗辉  张杰  朱克云  郑佳锋  范艺  高细桥 《Acta Meteorologica Sinica》2015,73(5):853-867

下击暴流是一种局地灾害性天气现象,对航空飞行安全有极大危害,也会对地面物体造成严重损害。依据下击暴流发生前母体雷暴(下文简称雷暴)反射率因子核迅速下降的特征,基于雷达体扫数据,定义了判断下击暴流发生、发展的“单位面积等效势能”概念,并结合下击暴流期间雷暴速度场中层辐合的事实,设计得到了下击暴流出流强度公式。结果表明:(1)单位面积等效势能值的变化准确反映了雷暴强中心高度变化。(2)相邻体扫的单位面积等效势能差,反映了雷暴能量的释放量,下击暴流发生前1—2个体扫的单位面积等效势能差达到最大,这反映了下击暴流的爆发;可通过设置单位面积等效势能的释放量为30%,预警下击暴流的发生。(3)单位面积等效势能的释放能够提前6—12 min预警出下击暴流的发生,并通过出流强度公式量化由下击暴流产生的地面大风值。预警风速的误差由雷暴距雷达的距离决定,距离越近风速误差越小,反之亦然。(4)对6次下击暴流预警结果表明,该指标能够准确预警下击暴流的发生,而出流强度受雷暴识别参数的影响较大,远距离误差较大。  相似文献   

太湖与白马湖疏浚淤泥的触变特性研究     

王亮  曹玲珑  李磊  杨黎静  孙田磊  石萍  田海涛 《工程地质学报》2015,23(3):548-553

利用研制的微型十字板剪切仪对重塑后静置一定时间的太湖与白马湖两种疏浚淤泥进行了强度测试,对两种疏浚淤泥的触变特性进行了研究与比较。研究结果表明,两种疏浚淤泥重塑后最初始时间内触变强度的增长最快,随时间增长触变强度的增长变慢,|448d时触变强度随时间的增长趋于稳定。含水率为液限时白马湖疏浚淤泥的触变强度高于太湖疏浚淤泥。触变强度比率与触变强度的变化趋势类似。含水率越小疏浚淤泥触变性越大。含水率为液限时两种疏浚淤泥的触变强度比率与London和Detroit淤泥接近,小于Beauharnois和Shellhave淤泥,大于Horten淤泥。448d时除Beauharnois淤泥外,其他淤泥的触变强度比率均保持相对稳定。根据定义两种疏浚淤泥均为低灵敏性黏土。  相似文献   

松软煤系地层深孔绳索取心钻探实践          下载免费PDF全文

张元清  孟庆伟  颜廷福  刘兴福 《探矿工程》2015,42(11):38-40，45

长春市高家窝棚—双泉眼矿区为松软煤系地层,采用绳索取心液动冲击回转钻进方法,选择加大钻孔孔壁与钻杆环状间隙的钻孔结构;经实验选择以粘土、共聚物、植物胶、铵盐、腐植酸钾、磺化沥青、聚丙烯酸钾等材料配制的冲洗液,并加强冲洗液的日常维护管理;配备离心式除泥机;套管丝扣连接处涂抹松香（粘结剂）,并用薄钢板焊接补强丝扣连接处,防止套管脱扣等技术措施,成功地完成了2个深孔的钻孔施工,终孔深度分别为1112.45 m（ZK6405孔）和1359.95 m（ZK3201孔）,岩心采取率达到100%,煤心样品没有燃烧破坏现象,较好地满足了地质的要求。  相似文献   

基坑抗隆起稳定安全系数的算法对比分析          下载免费PDF全文

李金锁 《探矿工程》2015,42(3):53-55

基坑隆起变形破坏是一种常见的基坑失稳形式。基坑隆起变形量监测存在一定困难,基坑坑底抗隆起稳定性分析主要是计算安全系数。目前基坑抗隆起稳定安全系数计算方法主要有极限平衡、极限分析和强度折减等方法。结合工程算例,采用上述3种算法进行基坑抗隆起稳定安全系数计算,对比分析了各种计算方法的适用性。结果表明,极限平衡传统算法忽略的工程因素较多,计算结果过于保守,通过修正可以提高适用性。极限分析与强度折减的计算结果较为准确,但极限分析的破坏模式和强度折减中基坑稳定临界状态容许隆起量仍需进一步研究。  相似文献   

缓慢复活型滑坡滑带土的蠕变性质与特征强度试验研究   总被引：4，自引：0，他引：4  

蒋秀姿  宝萍 《岩土力学》2015,36(2):495-501

锁儿头滑坡是甘肃省舟曲县城附近、体积约72.85×106 m3的一个巨型老滑坡。20世纪70年代末滑坡开始复活,至今一直处于缓慢活动之中,显示滑坡活动具有典型的蠕动特点。滑带力学特性是控制滑坡活动机制的关键因素之一,为了弄清该滑坡滑带物质的蠕变性质以及控制滑坡活动的强度指标,通过滑带土残余状态下的直剪蠕变试验,研究了滑坡滑带土的蠕变特性,比较了滑带长期强度和残余强度的关系。研究发现,滑带土蠕变特性与应力状态相关,滑带进入加速蠕变的临界剪应力和剪切速率均与正应力线性正相关。该滑坡应力状态指示其已具备进入加速蠕变的条件。残余状态下该滑坡滑带土的长期与残余强度基本等价,前者略大于后者,且增大量值与正应力有负相关关系。  相似文献