共查询到19条相似文献，搜索用时 156 毫秒
1.
2.
在地震勘探中,地震正演模拟是非常重要的技术。与时间域正演相比,频率域正演速度快,计算效率高。如何高效准确地完成频率域正演计算是目前该领域的一个重要问题。数值频散问题和如何提高计算效率降低求解分解阻抗内存占用量一直是频率域正演所需要解决的问题。与传统的直接法求解阻抗矩阵的频率域正演方法不同,本文采用最小二乘共轭梯度法(LSCG法)求解阻抗矩阵进行频率域正演,并提出了一种波数补偿的表达式来压制数值频散现象。经过简单模型和复杂模型的数值测试,采用最小二乘共轭梯度法(LSCG法)求解阻抗矩阵进行频率域正演能够有效降低计算时间,且采用波数补偿的频率域正演方法能够有效压制数值频散现象,提高波场模拟精度。 相似文献
3.
4.
为提高电磁波场数值计算精度,对时间域有限差分法与时间域伪谱法进行了对比研究。时间域有限差分法是一种目前流行的电磁场时域数值计算方法,已被广泛应用于求解与时间有关的偏导数方程。对于大规模数值计算,时间域有限差分法需要较多的内存空间。时间域伪谱法基于时间域有限差分法,该方法使用快速傅里叶度换来计算麦克斯韦方程中的空间导数。由于傅里叶变换的准确性,时间域伪谱法使计算精度提高,数值计算时所需的格子数大大减少,这极大地节省了计算机内存空间,适合于大规模正反演问题的数值计算。 相似文献
5.
利用G-S逆拉氏变换法计算瞬变测深正演问题 总被引：3，自引：0，他引：3
求解时间域电磁法问题,通常有两种途径。第一,直接求解时间域问题;第二,先解相应的频率域问题,然后变换为时间域问题。本文采用第二种方法,利用Gaver-stohfest逆拉氏变换法将频率测深正演问题转化为对应的瞬变测深正演问题。实际计算表明,该方法是将频率域问题转化为时间域问题的有效方法。 相似文献
6.
国外瞬变电磁法中正反演问题研究现状 总被引：2，自引：0，他引：2
国外在瞬变电磁法正反演问题研究中,运用有限差分法、有限单元法及积分方程法直接在时间域中求解以及运用富氏变换法、衰减谱法和数字滤波法从频率域变换等数值计算方法,并对其在瞬变电磁资料解释中的效果作了评述. 相似文献
7.
在地震传播理论中,地震波场的正演数值模拟一直是研究的热点。而在正演数值模拟方法的研究中,计算精度和计算效率是评价此方法的有效性及优越性的二个关键问题。伪谱法在计算精度与计算效率方面优越性十分明显,常用的有Fourier变换法和Hartley变换法;虽然Hartley变换法在求取导数时较Fourier变换法复杂,但由于Fourier变换法的计算同时涉及复数的实部与虚部,在计算速度和占用内存方面不如Hartley变换法。这里详细地阐述了利用Hartley变换求解正交各向异性介质波动方程的数值方法,并模拟了多种正交各向异性介质模型,对比分析了地震波在各向同性介质与正交各向异性介质中的传播差异。结论表明,该方法能正确、高效、直观地反应地震波在正交各向异性介质中的传播规律。 相似文献
8.
抛物Radon变换法(Parabolic Radon Transform)在地震资料处理中有广泛的应用。PRT可对不同频率的地震数据解耦处理,这一特点使得抛物Radon变换的计算效率比双曲Radon变换有数量级上的提高。在频率域求解时,需要对每一个频率成份求解同样大小的线性方程组。求解抛物Radon正变换的计算方法主要有Levinson递推法、共轭梯度法、Cholesky分解法和直接矩阵求逆法。最小平方抛物Radon正变换所形成的矩阵具有Toeplitz结构,可采用Levinson递推法进行计算。高分辨率抛物Radon正变换所形成矩阵的Toeplitz结构被破坏,一般采用共轭梯度法或Cholesky分解法进行求解。这里详细推导了复Toeplitz矩阵的Levinson递推算法,并分别对求解方程的四种方法进行了讨论,最后给出抛物Radon正变换求解的数值算例,并对所给出的四种方程求解方法的计算效率及计算精度进行了对比。 相似文献
9.
Radon变换是地球物理数据处理中的重要方法之一,传统的Radon变换有t-x 法、F-K法和F-x法.与目前发展起来的方法比较,传统方法具有稳定性高和容易实现的优势,在实际的资料处理中仍占有重要的位置.在这三种传统方法中, t-x 法和F-K 法由于涉及到插值,所以不可避免地存在误差;F-x法不需插值,计算精度较高,但是由于存在着大量的复数运算,所以影响了计算效率.这里针对F-x域Radon变换的数据计算特征,把矩阵与向量相乘改写为向量与向量卷积的形式,并利用快速傅立叶变换(FFT)来实现快速卷积运算,提高了F-x法的计算效率. 相似文献
10.
TEM正演响应计算的几种频-时域转换方法对比 总被引：1，自引：0，他引：1
在瞬变电磁的一维正演响应模拟中,常用的方法是先在频率域中求解,之后将结果转换到时间域。但该方法在晚期的计算精度通常不高,因此,使用5种频-时域转换方法(正、余弦变换的数值滤波算法,G-S逆拉普拉斯算法、正、余弦变换的折线逼近法)进行了计算,与解析解对比,得出余弦变换的数值滤波算法在晚期计算中精度最高的结论,并对这五种转换方法产生误差问题的原因进行了讨论和分析。本研究有利于瞬变电磁一维正演响应的高精度计算,使其在多维计算中得到更好的应用。 相似文献
11.
Construction techniques for the Taklamakan Desert Highway: research on the construction materials and the results of field tests 总被引：1，自引：0，他引：1
After conducting many laboratory and field experiments, several key technical issues related to the construction of China’s
Taklamakan Desert Highway have been satisfactorily resolved. In particular, considerable progress has been made on the dry
compaction of a sand sub-base, road design parameters, the creation of a structure that combines a sub-grade and asphalt pavement,
analysis of the stability of a sand sub-base strengthened with geotextiles, and on the development of a complete set of construction
techniques. The achievements of this research were successfully applied for the first time in the Taklamakan Desert, where
the environmental conditions are extremely harsh. The results suggest that the construction of this highway was economical
and that the simple construction methods produced a reliable highway. The resulting highway is believed to be the world’s
first long-distance graded highway running through a huge desert with migrating dunes. 相似文献
12.
物探在岩溶工程整治注浆质量检测工作中的应用 总被引：1，自引：0，他引：1
介绍采用物探方法对铁路路基岩溶整治注浆质量的检测，论述了野外工作方法，判释岩溶整治注浆效果的依据和原则，并引用实例说明了检测效果。 相似文献
13.
A combined boundary-element–finite-element method is presented for the analysis of distresses in pavements subjected to mechanical and environmental effects. Owing to the spatial dimensions of the problem, the non-homogeneity and the irregular geometry at the pavement joints, a combination of the two methods proves to offer a more realistic solution technique. The advantage of the finite element method (FEM) is in its capabilities of modelling near-field regions at or around the vicinity of the joint, whereas the boundary element method (BEM) is more suitable to model the far-field region at infinity. The three major distresses affecting the serviceability of the pavement system are the temperature, moisture and the applied mechanical loads. The model analyses the stresses and strains resulting from both mechanical and environmental factors in the analysis of a pavement system. Moreover, the infiltration of water through pavement joints, which causes weakening of the subgrade soil, is also analysed. Secondly the curling of the pavement concrete slab under the mechanical and thermal loads and induced friction may cause separation of the pavement structure from its supporting subgrade. Both are treated and modelled in this study. A detailed analysis of the pavement joint with its load transfer device is also performed for the proper assessment of the separation and further extension of the loss of support in the pavement system. 相似文献
14.
利用多种室内试验手段对重塑黄土和不同配合比（4%、5%、6%、7%）水泥改良黄土的物理力学性质进行了研究,试验结果表明：未经改良的黄土的力学性质不能满足高速铁路路基的设计要求,不能直接作为路基填料使用;水泥改良黄土的工程性质较重塑黄土有大幅度的提高;配合比达到5%及以上的水泥改良黄土的力学控制指标均能达到高速铁路对路基填料的要求;建议改良黄土路基填料的水泥配合比为5%~6%。 相似文献
15.
Effectiveness of glass fiber grids as a reinforcement of the asphalt layer in a flexible pavement system was investigated. The study involved both laboratory experimental work and computer analysis of pavement sections. Twenty flexible pavement sections (with and without glass fiber grids) were constructed and tested in the laboratory as a part of the experimental study. The laboratory-scale pavement sections were instrumented with pressure cells, displacement gages, and strain gages. Test sections were subjected to 1,000,000 load applications at a frequency of 1.2 Hz. Static loading tests were conducted at intervals of 100,000 load applications. In thirteen experiments, glass fiber grids were used as reinforcement in the asphalt layer. Several computer analyses of flexible pavement sections were performed by using the finite element method (FEM). The laboratory data were compared with results obtained from the computer analyses. Results from this study show that glass fiber grids can be used to improve the performance of flexible pavement systems. It was also observed that the inclusion of glass fiber grid in the asphalt layer provided resistance to crack propagation. Overall, the flexible pavement sections reinforced with glass fiber grids showed better performance under laboratory test conditions. 相似文献
16.
Omer Nawaf Maaitah 《Geotechnical and Geological Engineering》2012,30(6):1345-1356
Soil treatment is commonly resorted in order to improve the strength, stiffness properties of road foundations, and reduce the swelling potential of expansive soils. In Jordan, considerable amount of construction activity is carried out at relatively shallow depths where soil is likely to be unsaturated and subjected to low stresses level. Road damage is frequently observed when it is founded on weak sub-grade in Karak. Therefore, chemical stabilization of the base course, sub base course and sub-grade is essential. The soil will be treated by using sodium silicate and lime with different percentages. An experimental program was designed to study the behavior of soil as the percent of additive agent changes. The results showed that; the geotechnical properties have been improved when soil is treated by mixing lime and sodium silicate. The initial consumption of lime is of 4 and 2?% for sodium silicate. The reaction time is a significant parameter where strength improves as time increases. 相似文献
17.
This paper presents an investigation of the steady-state response of pavement systems subjected to a moving traffic load. The traffic loads are simulated by four rectangular load pressures, and the rigid and flexible pavement systems are regarded as an infinite plate resting on a poroelastic half-space soil medium. The contact surface between the plate and the poroelastic half-space is assumed to be smooth and fully permeable. Kirchhoff small-deflection thin-plate theory is employed to analyze the plate, while Biot’s fully dynamic poroelastic theory is used to characterize the poroelastic half-space. The frequency wave-number domain solution of the pavement system is obtained by the compatibility condition between the plate and the poroelastic half-space. By applying the inverse fast Fourier transform, the time domain solution is obtained. Also, the influences of the load speed, the permeability of the soil, and the flexural rigidity of the plate on the response of the pavement system are investigated. The numerical results show that the influences of these parameters on the dynamic response of the pavement system are significant. 相似文献
18.
北岔沟砂岩为华北地台二叠系山西组与太原组划分对比的主要标志层,在鄂尔多斯盆地呈大面积连片分布,是上古生界重要的天然气储集层。依据地面露头调查结果与勘探资料,结合前人有关古构造和岩相古地理研究成果,笔者对鄂尔多斯盆地北岔沟砂岩的沉积特征进行了详细分析。结果表明,受益于物源区大量高石英含量的粗碎屑物质在短时间内的集中供应,北岔沟砂岩在地层中位置稳定,以含砾粗粒石英砂岩为主,石英含量高达90%左右,砂体叠置紧密,单砂体之间很少见泥岩隔夹层。这些砂体分别隶属于冲积扇、砾质辫状河和辫状河三角洲沉积体系,在鄂尔多斯盆地北部高、南部次高、中南部低的古地理背景控制下,由盆地南、北边缘向中部依次推进,沉积中心区以北发育4个规模宏大的三角洲沉积主砂带,以南发育6个规模较小的主砂带。受各主砂带砂体规模、矿物组分含量及其成岩作用差异影响,各砂带的储集物性具有较大变化,其中砂体规模最大、石英含量最高、长石等易溶矿物在酸性地层水作用下溶蚀彻底的杭锦旗—榆林—子洲—清涧—永和—吉县主砂带,储集能力最好,最有利于天然气的大规模聚集成藏,是鄂尔多斯盆地北岔沟砂岩天然气进一步勘探开发的有利场所。 相似文献
19.
根是植物的重要营养器官,对维持植物生理活动及生态系统物质循环和能量流动极为重要。真蕨类植物的根系以可预测的方式起源于枝,被称为枝生根,通常也被称为不定根。相比于对种子植物根系的广泛研究,对真蕨类植物根系的认识较为薄弱。通过广泛收集各类文献中有关真蕨类根系的信息,以及观察大量化石、现生植物标本,对若干化石及现生真蕨类植物根系的形态学特征进行了综述。在繁盛于中、晚泥盆世的早期真蕨类植物中,密集的枝生根着生于茎轴、或推测的根状茎、或主干膨大的基部上;根系的分枝罕见,若存在,则仅表现为等二歧式分枝;而在真蕨纲冠群植物中,枝生根密集或稀疏,根系呈单轴式分枝,侧根发育,可达2级甚至更多。真蕨类根系统的形态演化可采用“顶枝学说”进行解释: 真蕨类植物的根系具有一定的演化保守性,均为枝生根;早期真蕨类的原始根系可视为不分枝的或偶见二歧式分枝的顶枝束;经历顶枝束的越顶生长,侧根系统在真蕨纲冠群中演化出现。真蕨类根系的构型、形态、解剖结构、生物量分配等信息可在化石记录中得以揭示,这些信息可为探讨植物根系的演化及研究地史时期的植物—土壤系统提供重要依据。最后,简述了这方面研究的1个案例,即北京西山侏罗纪地层中的真蕨类根系化石及根系—土壤系统。 相似文献