引入非线性瞬时弹性模量的软土流变模型     

谷任国  邹育  房营光  胡玉光 《岩土力学》2018,39(1):237-241

软土是一种非线性流变物质,但现行流变模型却忽略了加载瞬时的非线性变形;软土流变试验参数是数学模型参数而非物理模型参数,一个土样一般只对应一种材料参数,但现行流变模型的模型参数常随着荷载变化,且变化无规律,离散性大。基于以有机质为流变相物质的人工土试样室内一维压缩蠕变试验,建立了各级荷载作用下具有相同模型参数的7组件流变模型,用非线性弹簧H描述软土加载瞬时弹塑性变形、并联的三元件组件模拟软土随时间变化的黏弹塑变形。结果表明：引入三次非线性瞬时弹性模量的7组件流变模型能够较准确地反映软土的流变特性。  相似文献   

The validity of generic trends on multiple scales in rock-physical and rock-mechanical properties of the Whitby Mudstone,United Kingdom     

《Marine and Petroleum Geology》2017

Finding generic trends in mechanical and physical rock properties will help to make predictions of the rock-mechanical behaviour of shales. Understanding the rock-mechanical behaviour of shales is important for the successful development of unconventional hydrocarbon reservoirs.This paper presents the effect of heterogeneities in mineralogy and petrophysical properties on the validity of generic trends on multiple scales in rock-mechanical and rock-physical properties of the Whitby Mudstone. Rock-mechanical laboratory experiments have been performed on Whitby Mudstone samples from multiple outcrops within five kilometres laterally in order to investigate the heterogeneity and possible trends on an outcrop scale. Unconfined compression tests and acoustic measurements have been conducted to obtain the rock-mechanical properties, including rock strength, Young's modulus, Poisson's ratio, and velocity anisotropy. The rock-physical properties, including mineralogy, porosity, and matrix density, were measured using X-ray fluorescence and helium pycnometry. Various methodologies have been applied to the resultant data in order to derive different brittleness indices.Significant heterogeneity in rock-mechanical and rock-physical properties is present on an outcrop scale. There is no obvious correlation between mineral content and rock-mechanical properties on an outcrop scale in the Whitby Mudstone. Comparison with shales from different basins show, however, correlations between composition and elastic properties. The presence of significant heterogeneities on an outcrop scale and between shales from different basins make it difficult to find generic trends in rock-physical and rock-mechanical properties.  相似文献   

Scale effects of eroded sediment transport in Wujiang River Basin,Guizhou Province,China   总被引：1，自引：0，他引：1       下载免费PDF全文

WANG Yao  HOU Li-sheng  CAI Yun-long 《地下水科学与工程》2017,5(2):182-192

In recent years, research on spatial scale and scale transformation of eroded sediment transport has become a forefront field in current soil erosion research, but there are very few studies on the scale effect problem in Karst regions of China. Here we quantitatively extracted five main factors influencing soil erosion, namely rainfall erosivity, soil erodibility, vegetative cover and management, soil and water conservation, and slope length and steepness. Regression relations were built between these factors and also the sediment transport modulus and drainage area, so as to initially analyze and discuss scale effects on sediment transport in the Wujiang River Basin (WRB). The size and extent of soil erosion influencing factors in the WRB were gauged from: Advanced Spaceborne Thermal Emission and Reflection Radiometer Global Digital Elevation Model (ASTER GDEM), precipitation data, land use, soil type and Normalized Difference Vegetation Index (NDVI) data from Global Inventory Modeling and Mapping Studies (GIMMS) or Advanced Very High Resolution Radiometer (AVHRR), and observed data from hydrometric stations. We find that scaling effects exist between the sediment transport modulus and the drainage area. Scaling effects are expressed after logarithmic transformation by a quadratic function regression relationship where the sediment transport modulus increases before decreasing, alongside changes in the drainage area. Among the five factors influencing soil erosion, slope length and steepness increases first and then decreases, alongside changes in the drainage area, and are the main factors determining the relationship between sediment transport modulus and drainage area. To eliminate the influence of scale effects on our results, we mapped the sediment yield modulus of the entire WRB, adopting a 1 000 km2 standard area with a smaller fitting error for all sub-basins, and using the common Kriging interpolation method.  相似文献   

低孔隙度泥页岩应力依赖的各向异性裂纹演化特性研究   总被引：4，自引：0，他引：4       下载免费PDF全文

唐杰  吴国忱 《地球物理学报》2015,58(8):2986-2995

本文在实验室对所获取的东营地区层理发育的低孔隙度页岩和泥岩的各向异性裂纹演化特性进行了研究,获得了各向同性条件下泥页岩的力学与超声波响应特性,分析了应力幅度对于页岩声波速度和各向异性的影响.主要结论包括:(1)泥页岩在循环载荷下存在滞后效应,表明其经历了去压实或油气产生导致的超压;(2)泥岩和页岩具有不同程度的各向异性,随着各向同性压力的增高微裂隙逐渐闭合,样品的各向异性程度减弱;(3)分析了岩石韧度和裂纹损伤参数随压力的变化特征,相比泥岩,页岩各向异性程度更高,随压力变化更明显,其裂纹导致的附加各向异性更强;(4)分析了各向异性岩石的动态弹性模量特征,由于软裂隙空间的闭合,动态弹性模量在低压条件下都随着围压的增加有硬化趋势.  相似文献   

测井资料Xu-White模型预测横波速度的一些新观点          下载免费PDF全文

石双虎  邓志文  白光宇  李红星  蔡敏贵 《地震工程学报》2015,37(4):1109-1114,1122

目前横波预测的方法大致可以分为两种:经验公式预测和理论岩石物理模型。由于经验公式预测一般具有区域性,研究者更重视岩石物理模型预测。目前大多数岩石物理模型预测横波的方法假定地下流体的物性参数(速度和密度)不受地层深度的影响,且孔隙扁率是恒定的,实际上这并不科学。因为矿物的体积模量和剪切模量随所处地层深度发生改变,而对于孔隙扁率则随颗粒形状、孔隙度等的变化有较大变化。针对这些情况,提出一种新的改进的Xu-White横波预测方法,并可取得较好的效果。  相似文献   

残积土含水率对其动力特性影响试验研究          下载免费PDF全文

胡华  蔡亮 《地震工程学报》2015,37(3):754-758

选取厦门某建筑工程地基浅层残积土重塑试样,利用SDT-10微机控制电液伺服动态三轴测试系统,在呈正弦变化的动态荷载作用下,测试含水率分别为10%、15%、20%和23%时残积土试样的动应力-应变、动变形-作用时间(作用次数)、动弹性模量等动力学特性曲线与参数。分析试验数据表明:试样在动荷载作用下表现为黏弹塑性变形特性,且随着含水率提高,试样累积塑性轴向变形逐步增大,最大弹性模量逐步减少,但含水率由20%增至23%时,最大动弹性模量降低幅度不大。  相似文献   

分级循环荷载下岩石动力学行为试验研究     

何明明  李宁  陈蕴生  朱才辉 《岩土力学》2015,36(10):2907-2913

利用WDT-1500多功能材料试验机,对砂岩、砾岩和砂砾岩进行了分级循环荷载试验,研究了岩石的动弹性模量对应力幅值和应力水平的响应特性,得到了动弹性模量和耗散能随应力幅值、应力水平及含水率的变化规律。试验结果表明,分级循环荷载下岩石的能量耗散越多,动弹性模量越小;应力水平越高,动弹性模量和耗散能越大;含水率和应力幅值越大,动弹性模量越小,耗散能越大。讨论了邓肯-张模型能够描述分级循环荷载作用下岩石的应力-应变关系,构建了动弹性模量随应力水平、应力幅值及含水率变化的演化模型,探讨了模型参数的确定方法。根据能量耗散的经验法则,建立了耗散能演化模型,结果表明,该模型能够描述分级循环荷载过程中能量耗散行为。  相似文献   

湘南地区红黏土动态回弹模量试验与预估模型研究     

李志勇  董城  邹静蓉  邹维列 《岩土力学》2015,36(7):1840-1846

湘南地区广泛分布红黏土,它具有天然含水率高、孔隙比大及结构性强等特点,可用于特殊路基填料。为获得红黏土的动态回弹性能,利用动三轴试验研究了偏应力、围压应力和体应力对红黏土动态回弹模量的影响。结果表明：动态回弹模量随围压和压实度的提高而增大,随偏应力的增大而减小;动态回弹模量受含水率影响较大,并在最佳含水率附近达到最大值。基于试验揭示的动态回弹模量与应力的相关性,采用3种应力相关的典型动态回弹模量预估模型对试验数据进行回归分析,进而遴选出最佳预估模型。误差分析表明,对于湘南地区红黏土,考虑偏应力和围压应力的回弹模量预估模型具有更高的决定系数,能更好地拟合红黏土的动态回弹模量。动态回弹模量试验结果和遴选的预估模型将为湘南地区红黏土路基设计提供试验和理论依据。  相似文献   

煤岩动静力学参数关系试验研究   总被引：1，自引：0，他引：1  

于师建  杨永杰  刘伟韬 《煤田地质与勘探》2015,43(1):17-21

煤岩的动、静力学参数关系的试验研究,对研究煤岩的位移和变形特征及工程支护设计具有重要意义。将取自新河煤矿3煤的煤样加工成Φ50 mm×100 mm的圆柱体标准试件;采用500 kHz频率的纵横波换能器分别进行纵横波速度测试;在MTS815.03电液伺服试验机上进行单轴压缩试验,得到静态弹性模量和泊松比。试验结果表明:煤岩动弹性模量与横波速度相关性强于与纵波速度的相关性,煤岩介质的纵波对孔隙和裂隙发育程度的敏感程度要比横波高;煤岩试件Ed/Es比值主要集中在1.4~1.7,室内煤岩试件动、静弹性模量和动静泊松比之间存在较好的线性相关关系。   相似文献   

Effects of fabric anisotropy on elastic shear modulus of granular soils   总被引：1，自引：1，他引：0  

Bo Li  Xiangwu Zeng 《地震工程与工程振动(英文版)》2014,13(2):269-278

The fabric anisotropy of a granular soil deposit can strongly infl uence its engineering properties and behavior. This paper presents the results of a novel experimental study designed to examine the effects of fabric anisotropy on smallstrain stiffness and its evolution with loading on the elastic shear modulus of granular materials under a K0 condition. Two primary categories of fabric anisotropy, i.e., deposition-induced and particle shape-induced, are investigated. Toyoura sand deposits with relative densities of 40% and 80% were prepared using deposition angles oriented at 0o and 90o. Piezoelectric transducers were used to obtain the elastic shear modulus in the vertical and horizontal directions(Gvh and Ghh). The measurements indicate distinct differences in the values of G with respect to the different deposition angles. Particle shapeinduced fabric anisotropy was examined using four selected sands. It was concluded that sphericity is a controlling factor dominating the small-strain stiffness of granular materials. The degree of fabric anisotropy proves to be a good indicatorin the characterization of stress-induced fabric evolution during loading and unloading stress cycles. The experimental data were used to calibrate an existing micromechanical model, which was able to represent the behavior of the granular material and the degree of fabric anisotropy reasonably well.  相似文献