结构性参数在黄土地基沉降计算中的应用研究          下载免费PDF全文

陶虎  邵生俊  王正泓  张少英  石喜 《地震工程学报》2020,42(6):1604-1608,1631

弦线模量法建立了考虑黄土基本物性指标及附加应力综合影响的弦线模量函数,应用分层总和法计算黄土地基的变形量,并在陕西关中黄土地区工程实践中获得良好的预测结果,而在分析兰州等其他黄土地区地基沉降时,结果出现偏差,究其原因,与计算中忽视了天然状态下黄土的结构性特征有关。以弦线模量法为基础,通过西安近郊4处土样试验和大量载荷试验资料,分析黄土的构度指标与压缩模量、孔隙比、含水量的关系,并将构度指标引入弦线模量表,深化结构性参数在地基沉降变形计算中的理论。  相似文献   

重复循环荷载作用下原状黄土动力特性试验研究   总被引：1，自引：1，他引：0       下载免费PDF全文

文少杰  张吾渝  王鹏 《地震工程学报》2020,42(6):1659-1665

为探究重复循环荷载作用下含水率、固结压力对原状黄土动力特性、变形性状的影响规律,利用英国GDS双向动态三轴试验系统模拟交通荷载,对海东地区原状黄土进行动三轴试验研究。试验结果表明：单一重复循环动荷载作用下,在加载初期,海东地区原状黄土的轴向动应变随着循环次数的增大急剧增加,后期缓慢增加至趋于稳定,即发生应变硬化现象。在加载初期,含水率、固结压力对原状黄土的轴向动应变无明显影响,当循环次数N>400时,原状黄土的轴向动应变随含水率的升高而增加,随固结压力的增大而减小。动剪切模量随循环次数的增加出现先减小后增加再减小的变化,随含水率的升高有较大幅度的降低。动阻尼比随循环次数的增加先增加后减小,随含水率的升高而增大。表明海东地区原状黄土所具有的大孔隙架空结构使其在重复循环荷载作用下易发生振动变形。  相似文献   

Poynting and polarization vectors based wavefield decomposition and their application on elastic reverse time migration in 2D transversely isotropic media     

Yongming Lu  Qiancheng Liu  Jianfeng Zhang  Kai Yang  Hui Sun 《Geophysical Prospecting》2019,67(5):1296-1311

With the progress in computational power and seismic acquisition, elastic reverse time migration is becoming increasingly feasible and helpful in characterizing the physical properties of subsurface structures. To achieve high-resolution seismic imaging using elastic reverse time migration, it is necessary to separate the compressional (P-wave) and shear (S-wave) waves for both isotropic and anisotropic media. In elastic isotropic media, the conventional method for wave-mode separation is to use the divergence and curl operators. However, in anisotropic media, the polarization direction of P waves is not exactly parallel to the direction of wave propagation. Also, the polarization direction of S-waves is not totally perpendicular to the direction of wave propagation. For this reason, the conventional divergence and curl operators show poor performance in anisotropic media. Moreover, conventional methods only perform well in the space domain of regular grids, and they are not suitable for elastic numerical simulation algorithms based on non-regular grids. Besides, these methods distort the original wavefield by taking spatial derivatives. In this case, a new anisotropic wave-mode separation scheme is developed using Poynting vectors. This scheme can be performed in the angle domain by constructing the relationship between group and polarization angles of different wave modes. Also, it is performed pointwise, independent of adjacent space points, suitable for parallel computing. Moreover, there is no need to correct the changes in phase and amplitude caused by the derivative operators. By using this scheme, the anisotropic elastic reverse time migration is more efficiently performed on the unstructured mesh. The effectiveness of our scheme is verified by several numerical examples.  相似文献   

固结时间对软土动力特性影响的试验研究     

兰景岩  王延伟  曹振中  刘娟 《震灾防御技术》2019,14(4):742-749

固结试验是研究软土动力特性的重要环节,固结时间是影响软土动力特征参数的重要因素。围绕岩土工程及科研工作中对动三轴试验中固结时间影响规律的认识较为模糊的问题,拟对天津滨海软土开展动三轴平行试验,分别采用8h、12h、24h、48h进行固结,针对软土的最大动剪切模量G_max、最大阻尼比λ_max及动剪切模量比G_d/G_max和阻尼比λ随动剪切应变γ_d的变化规律,分析固结时间对软土动力特性参数的影响。试验结果表明:G_max、λ_max、G_d/G_max-γ_d曲线、λ-γ_d曲线受固结时间的影响较为显著。G_d/G_max-γ_d曲线随着固结时间的增加而减小。阻尼比试验结果表明动剪切应变存在明显的分界点,分界点以下,中长期固结时间所得阻尼比较大,而分界点以上,短期固结时间所得阻尼比较大。  相似文献   

A triple porosity scheme for fluid/solid substitution: theory and experiment     

Yongyang Sun  Boris Gurevich  Maxim Lebedev  Stanislav Glubokovskikh  Vassili Mikhaltsevitch  Junxin Guo 《Geophysical Prospecting》2019,67(4):888-899

Quantifying the effects of pore-filling materials on elastic properties of porous rocks is of considerable interest in geophysical practice. For rocks saturated with fluids, the Gassmann equation is proved effective in estimating the exact change in seismic velocity or rock moduli upon the changes in properties of pore infill. For solid substance or viscoelastic materials, however, the Gassmann theory is not applicable as the rigidity of the pore fill (either elastic or viscoelastic) prevents pressure communication in the pore space, which is a key assumption of the Gassmann equation. In this paper, we explored the elastic properties of a sandstone sample saturated with fluid and solid substance under different confining pressures. This sandstone sample is saturated with octadecane, which is a hydrocarbon with a melting point of 28°C, making it convenient to use in the lab in both solid and fluid forms. Ultrasonically measured velocities of the dry rock exhibit strong pressure dependency, which is largely reduced for the filling of solid octadecane. Predictions by the Gassmann theory for the elastic moduli of the sandstone saturated with liquid octadecane are consistent with ultrasonic measurements, but underestimate the elastic moduli of the sandstone saturated with solid octadecane. Our analysis shows that the difference between the elastic moduli of the dry and solid-octadecane-saturated sandstone is controlled by the squirt flow between stiff, compliant, and the so-called intermediate pores (with an aspect ratio larger than that of compliant pore but much less than that of stiff pores). Therefore, we developed a triple porosity model to quantify the combined squirt flow effects of compliant and intermediate pores saturated with solid or viscoelastic infill. Full saturation of remaining stiff pores with solid or viscoelastic materials is then considered by the lower embedded bound theory. The proposed model gave a reasonable fit to the ultrasonic measurements of the elastic moduli of the sandstone saturated with liquid or solid octadecane. Comparison of the predictions by the new model to other solid substitution schemes implied that accounting for the combined effects of compliant and intermediate pores is necessary to explain the solid squirt effects.  相似文献   

铜川新区黄土与古土壤动剪切模量比和阻尼比的统计研究          下载免费PDF全文

段蕊  陈党民 《世界地震工程》2019,35(3):153-160

利用铜川市地震小区划项目的大量典型土样动三轴试验结果,采用双曲线模型拟合得到了铜川新区黄土和古土壤在8个典型应变下的动剪切模量比和阻尼比值。根据不同沉积年代和不同土层深度2种方法对黄土、古土壤动剪切模量比和阻尼比随剪应变变化情况进行了统计和对比分析。研究发现:同一剪应变下,黄土、古土壤动剪切模量比随沉积年代和土层深度的增加而增加。二者对黄土动剪切模量比的影响较为显著。  相似文献   

弹性波逆散射微扰论          下载免费PDF全文

陶智勇 《地球物理学报》2005,48(4):918-923

本文将普遍声逆散射微扰论应用于弹性波层析成像问题,在Born变换下推出了以旋转角为补偿参数的各阶微扰重建公式,实现了对非均匀各向同性散射体内3个参数（质量密度ρ和两个Lamé系数λ,μ）的同时重建. 对于层析成像问题,在弹性波的传播过程中P波与SV波有耦合,但它们不会和SH波发生耦合,于是可以得到3个形式相对简单的标量方程. 在Born变换下,在散射波中引入微扰参数,将散射体的3个参数分别按该微扰参数展开,然后利用二维自由空间的Green函数分别得到散射的P波、SV波和SH波的积分表示. 最后,经一维傅氏变换后,得到Born变换下散射体3个参数的各阶微扰重建公式.  相似文献   

常熟台倾斜仪降雨干扰定量分析   总被引：2，自引：0，他引：2  

丁建国  陆德明  狄梁  鲁宗良 《华南地震》2011,31(3):83-88

通过常熟地震台形变山洞内三套倾斜仪观测资料的对比分析,找到降雨、蓄水干扰对观测的影响,并利用弹性形变理论验证其可靠性,分析表明,每次强降雨均伴随有来自西南方向的倾斜干扰,其原因为雨水向湖中汇聚,水位上升产生弹性形变,从而引起地表倾斜.  相似文献   

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   

Effect of image segmentation & voxel size on micro-CT computed effective transport & elastic properties     

《Marine and Petroleum Geology》2017

Digital rock technology is rapidly evolving interdisciplinary field with many promises, including fast turnaround times for core analysis, repeatable analysis, and multiphysics simulation. We study the impact of the image segmentation threshold and image voxel size on image-computed permeability, elastic moduli, and electrical conductivity. Improved quantitative understanding of such effects is critically important when comparing laboratory-measured rock properties with those computed on digital images of rocks. We analyze properties of over 500 binary microstructures (each of size 1024³ voxels) segmented using different segmentation algorithms. We find that uncertainty in computed rock properties, induced due to the choice of segmentation threshold, increases with coarsening of image voxels. Segmentation of the same rock, acquired with different voxels sizes, lead to small variations in porosity but induces relatively large variation in flow and electrical rock properties. This uncertainty is larger for rocks of lower porosity. We find that coarsening of image voxels also leads to rounding and smoothing of pore throats and a sharp decline in specific surface area which results in an increase in computed permeability. We propose simple models to remove the bias in rock properties when image-derived porosity is either overestimated or underestimated due to the choice of the segmentation threshold. This approach is particularly useful when comparing laboratory-measured rock properties to those derived from digital rocks since often the image calculated porosity and the laboratory-measured porosity are not the same. Even after such corrections, the impact of finite image voxel size would still need to be compensated.  相似文献