Elastic fields in two joined transversely isotropic media of infinite extent as a result of rectangular loading     

H. T. Xiao  Z. Q. Yue 《国际地质力学数值与分析法杂志》2013,37(3):247-277

This paper presents the closed‐form solutions for the elastic fields in two bonded rocks induced by rectangular loadings. Each of the two bonded rocks behaves as a transversely isotropic linear elastic solid of semi‐infinite extent. They are completely bonded together at a horizontal surface. The rectangular loadings are body forces along either vertical or horizontal directions and are uniformly applied on a rectangular area. The rectangular area is embedded in the two bonded rocks and is parallel to the horizontal interface. The classical integral transforms are used in the solution formulation, and the elastic solutions are expressed in the forms of elementary harmonic functions for the rectangular loadings. The stresses and displacements in the rocks induced by both the horizontal and vertical body forces are also presented. The numerical results illustrate the important effect of the anisotropic bimaterial properties on the stress and displacement fields. The solutions can be easily implemented for numerical calculations and applied to problems encountered in rock mechanics and engineering. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Duffing振子系统周期解的唯一性与精确周期信号的获取方法   总被引：1，自引：0，他引：1  

王坤  关新平  丁喜峰  乔杰敏 《海洋学报》2010,32(10):6859-6863

研究Duffing振子系统的周期解的唯一性与精确周期信号的获取方法. 应用定性分析方法,获得了一类Duffing振子系统具有唯一周期解的必要条件,同时也得到了一类更广泛的非线性周期系统的周期解的唯一性.在一定条件下,给出了Duffing振子系统精确周期信号的获取方法.  相似文献   

New finite-gap solutions for the coupled Burgers equations engendered by the Neumann systems     

陈金兵  耿献国  乔志军 《海洋学报(英文版)》2010,29(9)

On the tangent bundle TS^N-1 of the unit sphere S^N-1, this paper reduces the coupled Burgers equations to two Neumann systems by using the nonlinearization of the Lax pair, whose Liouville integrability is displayed in the scheme of the r-matrix technique. Based on the Lax matrix of the Neumann systems, the Abel--Jacobi coordinates are appropriately chosen to straighten out the restricted Neumann flows on the complex torus, from which the new finite-gap solutions expressed by Riemann theta functions for the coupled Burgers equations are given in view of the Jacobi inversion.  相似文献   

罗布泊红柳沙包落叶阳离子含量及环境指示意义   总被引：1，自引：0，他引：1       下载免费PDF全文

沈睿媛  李秀丽  夏训诚  赵元杰 《干旱区地理》2012,35(1):109-115

 红柳沙包沉积纹层是恢复古环境序列的一种新方法。通过对罗布泊地区红柳沙包沉积纹层中红柳落叶阳离子含量以及与环境变化关系研究表明：K+、Na+、Ca2+、Mg2+等4种阳离子平均含量分别为3.70 mg/g、40.33 mg/g、13.67 mg/g和8.08 mg/g,变化幅度排序为Ca2+ > K+ > Mg2+ > Na+。4种阳离子含量年际变化都较为明显,且变化规律较为一致,4种阳离子含量变化间的相关系数为0.653 0 ~ 0.813 8,表现为良好的正相关关系;各种阳离子与4种阳离子总量变化的相关系数为0.814 4 ~ 0.959 9,其中Na+含量与4种阳离子总量变化的相关系数最高,表明可以用Na+含量的变化或阳离子总量的变化分析变化趋势。阳离子含量与气温变化呈良好的正相关、与年降水量和湖水面积变化呈负相关;地下水水位降低、水质变差时,土壤水质也变差,阳离子含量增加;反之,地下水水位升高、水质变好时,土壤水质变好,阳离子含量降低。红柳落叶有机质阳离子含量的变化进一步验证了利用红柳沙包沉积纹层计年的可靠性和对罗布泊环境变化的可行性。  相似文献   

不同林龄抑螺防病林林分内钉螺种群分布特点的研究——以安庆市大观区沿江滩地为例     

夏尚光  刘和香  何结宝  周业勇  李鹏翔 《湿地科学与管理》2012,8(2):4-6

对安庆沿江滩地杨树林地、江滩草地、芦苇丛等5个植被类型区的钉螺分布状况进行了调查,研究了不同植被类型区钉螺的形态指标和阳性率。结果表明:①成熟杨树林地、中龄杨树林地均无钉螺分布;杨树幼林地、江滩草地、芦苇丛螺口密度分别为4只/0.11m2、5只/0.11m2、7只/0.11m2。②杨树幼林地、江滩草地、芦苇丛所获钉螺样本的阴阳性检测,没有被血吸虫感染,均为阴性。③江滩营造抑螺防病林是改变钉螺孳生环境及人工控制钉螺种群密度的最有效途径之一。  相似文献   

2013年洱源M_S5.5地震序列M_L≥3.4地震的震源机制解研究     

杨军  苏有锦  李孝宾  叶泵  陈佳 《地震研究》2015,38(2):196-202,333

利用云南省地震台网的宽频带数据,采用CAP方法计算了2013年3月3日洱源MS5.5地震前后共10次ML≥3.4地震的震源机制解,分析了洱源MS5.5地震前后震源机制解的一致性变化特征,结合精定位结果、震后现场灾害评估报告及震区地质构造情况,判定维西—巍山断裂以西的苍山西麓炼铁盆地东缘主边界断裂带为洱源MS5.5地震的发震构造,震源机制解节面Ⅱ(走向160°、倾角48°、滑动解-99°)为其发震断层面。  相似文献   

分析土和结构相互作用的一种实用耦合方法          下载免费PDF全文

古泉  彭伊  曾志弘 《地震工程学报》2015,37(3):845-850

提出一种新的数值解与解析解耦合的理论和计算方法,研究土-结构相互作用(SSI)体系的地震动力响应。采用大型有限元软件OpenSees模拟复杂结构的非线性行为,用等效线弹性频域内解析解模拟地基土的行为,使用时域离散递归方法将频域内的解析解转化到时域内,再通过子结构边界上力和位移的协调条件来求解。二者之间的耦合和实时数据交流通过CS集成方法来实现。以一个单自由度算例和一个实际工程为例,验证此方法的精度、稳定性和工程实用性,对比在考虑和不考虑SSI体系情况下结构动力响应的区别。本文所提的耦合SSI计算方法和部分研究成果可为工程设计人员提供参考。  相似文献   

一个采用多种支护技术的基坑工程     

吴连祥  贾华 《岩土工程技术》2019,(2):105-108,114

基坑支护是一种临时施工措施,目的是挡土挡水,为地下室施工创造条件,同时控制好对周边环境的影响。以一个基坑工程为例,介绍根据其不同的周边环境采用不同的支护技术及在施工过程中发生问题的解决办法,供类似基坑支护工程参考。  相似文献   

Third-Order Stokes Wave Solutions of the Free Surface Capillary-Gravity Wave and the Interfacial Internal Wave     

MENG Rui-jun  CUI Ji-feng  CHEN Xiao-gang  ZHANG Bao-le  ZHANG Hong-bo 《海洋工程》2017,(6):781-787

Based on the Stokes wave theory, the capillary-gravity wave and the interfacial internal wave in two-layer constant depth''s fluid system are investigated. The fluids are assumed to be incompressible, inviscid and irrotational. The third-order Stokes wave solutions are given by using a perturbation method. The results indicate that the third-order solutions depend on the surface tension, the density and the depth of each layer. As expected, the first-order solutions are the linear theoretical results (the small amplitude wave theoretical results). The second-order and the third-order solutions describe the nonlinear modification and the nonlinear interactions. The nonlinear impact appears not only in the n (n≥2) times'' high frequency components, but also in the low frequency components. It is also noted that the wave velocity depends on the wave number, depth, wave amplitude and surface tension.  相似文献   

Evaluation of pullout load capacity of suction caissons in sand using a three-dimensional displacement approach     

Hiroyoshi Hirai 《Marine Georesources & Geotechnology》2017,35(8):1121-1134

An investigation was conducted to obtain analytical solutions for the pullout behavior of a suction caisson undergoing inclined loads in sand. The inclined load is transformed into an equivalent load system in which the vertical, horizontal, and moment loads are applied on the center of the lid of the suction caisson. The vertical and lateral stiffness coefficients along the skirt of the suction caisson in sands are presented using the new three-dimensional elastic solutions taking into account the nonhomogeneous and nonlinear properties of the sand. The vertical, lateral, and rocking stiffness coefficients on the base of the suction caisson are presented considering the solutions of a hollow rigid cylindrical punch acting on the surface of a soil. The yield, pullout, and failure for sands with the nonhomogeneous and nonlinear characteristics are taken into consideration. The effects of the load inclination, the loading depth, and the aspect ratio on the pullout load capacity of the suction caisson are presented. Behaviour of the suction caisson in sand prior to failure is clarified from the relationship between tensile load, displacement, and rotation and that between depth, vertical pressure, and lateral pressure.  相似文献