共查询到19条相似文献，搜索用时 109 毫秒
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为了了解冲击弹性波技术在无损检测大体积混凝土结构内部缺陷，特别是深部缺陷方面的可用性，在新丰江坝上测量了坝面致坝腔廊道的透射波，４．１ｍ厚溢流坝墩桥面板底面和１０８ｍ高程（距坝面约１６ｍ）裂缝的反射波，发现弹性波在混凝土坝体中的传播深度可达３６ｍ以上，始发波与到达波及反射波信号都十分清晰，而且测量波形不受电站运行等恶劣环境的影响，验证了冲击弹性波法无损检测坝工等大体积混凝土结构深部缺陷的可行性，文 相似文献
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弹性参数作为反映岩石弹性性质的参数，在储层预测中具有重要作用.常规弹性参数的构建主要基于PP波地震信息.PP波与PS波地震振幅因其携带的信息不同，对岩性与流体的敏感性也不同.本文提出联合利用PP波与PS波弹性阻抗以及角度信息构建角弹性参数来预测有利储层.首先，对常规PS波弹性阻抗方程进行重新推导，使得PS波弹性阻抗取值的数量级不随角度变化且能够与PP波弹性阻抗具备形式上的匹配；其次，根据常规弹性参数构建公式，采用PP波弹性阻抗、PS波弹性阻抗替代纵波阻抗、横波阻抗，提出角弹性参数的概念及构建公式，从而将角度信息引入到弹性参数的构建中；最后，在PP波与PS波弹性阻抗反演的基础上构建得到对储层敏感性较强的角弹性参数，利用角弹性参数的取值特征预测有利储层.模型与实际资料测试均表明角弹性参数具备较高的储层敏感性. 相似文献
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CT技术在地球物理主要应用中分为电磁波CT和弹性波CT，基于射线追踪理论的弹性波层析成像技术是重要的工程物探方法之一，在工程质量检测、工程勘察等领域得到了广泛的应用。该研究经过实践总结了一整套较为高效的后处理流程，开发了数据预处理软件，使得后处理工作量得到降低，给其他研究人员提供一种处理思路和方法。 相似文献
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弹性波反射法在桩基检测中的理论与应用 总被引：1，自引：0，他引：1
根据波动理论探讨了弹性波在砼桩中的传播衰减规律及反射特征，提出了判断桩基质量的有关理论依据，并结合工程实例应用弹性波反射法讨论了时域、频域分析法的基本原理及存在问题． 相似文献
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应用混合变量弹性动力学方程和线性常微分方程组的矩阵指数解法，将层状介质中广泛应用的弹性波传播矩阵解法推广至横向非均匀介质，给出了一种可计算复杂地质体中弹性波传播的广义传播矩阵数值解法。该方法可模拟任意震源及所产生的各种体波、面波，数值结果表明具有很高的计算精度。 相似文献
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针对高压摆喷防渗墙目前检测存在的问题,本文介绍了弹性波CT技术检测的基本原理和过程,对某水库大坝高压摆喷防渗墙的质量进行检测,并对部分墙体进行钻孔取芯及注水试验验证,通过实例分析,结果表明弹性波CT技术在防渗墙质量检测中具有检测速度快,检测准确度高的优点,在防渗墙质量无损检测中具有广阔的应用前景。 相似文献
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基于能量密度构建的弹性波能量成像条件，可以准确提取弹性波场的能量信息，并可以有效压制背向散射.但是该成像条件得到的成像结果将所有弹性波场能量信息耦合在一起，难以区分纯波模式的能量信息.为此，我们从势能及动能两方面将能量场解耦，得到纯纵波（PP）、纯横波（SS）、转换波（C）能量场.根据能量守恒定律，基于Helmholtz原理对位移场的空间导数进行因式分解，将弹性势能自解耦得到纯纵波、纯横波及转换波势能；引入体应力构建得到P波及S波速度，将弹性动能分解为纯纵波、纯横波和转换波动能.从而，构建基于能量密度自解耦得到纯波能量互相关成像条件.数值实验表明自解耦成像条件可实现弹性波场能量的分解，并得到背向散射压制、振幅有效保持的PP波、SS波和C波成像结果. 相似文献
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与声波被动源数据相比，弹性波被动源数据含有更加丰富的地下地质信息.弹性波被动源数据合成的虚拟炮记录中，同样存在表面相关多次波，影响数据的后续处理以及对地下地质构造的准确判断.对弹性波被动源数据合成的虚拟炮记录进行多次波的预测与匹配相减，将比声波数据更加困难.本文提出弹性波被动源数据一次波估计方法，针对各向同性介质条件下的弹性波被动源数据进行研究，依据声波被动源数据一次波估计方法的研究思路，推导弹性波被动源数据一次波估计方法的理论过程，充分考虑弹性波被动源数据所包含的波场成分，包括纵波、横波以及在传播过程中产生的转换波.在传播过程中，由于能量的损失，略去多次传播的高阶项，进而给出相应的目标函数.利用数据的稀疏性，结合L1范数约束的最优化问题求解方法，避免对弹性波虚拟炮记录进行多次波的预测与匹配相减，解决多次波影响问题.本文通过合成的弹性波被动源数据，进行一次波估计的测试，并与主动源和合成的虚拟炮记录进行对比，验证本文提出方法的有效性与准确性. 相似文献
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Effect of structural design on fundamental frequency of reinforced-soil retaining walls 总被引：1，自引：0，他引：1
The results of a numerical study on the influence of a number of structural design parameters on the fundamental frequency of reinforced-soil retaining wall models are presented and discussed. The design parameters in the study include the wall height, backfill width, reinforcement stiffness, reinforcement length, backfill friction angle and toe restraint condition. The intensity of ground motion, characterized by peak ground acceleration, is also included in the study as an additional parameter. The study shows that the fundamental frequency of reinforced-soil wall models with sufficiently wide backfill subjected to moderately strong vibrations can be estimated with reasonable accuracy from a few available formulae based on linear elastic wave theory using the shear wave speed in the backfill and the wall height. Numerical analyses showed no significant influence of the reinforcement stiffness, reinforcement length or toe restraint condition on the fundamental frequency of wall models. The strength of the granular backfill, characterized by its friction angle, also did not show any observable effect on the fundamental frequency of the reinforced-soil retaining wall. However, the resonance frequencies of wall models were dependent on the ground motion intensity and to a lesser extent, on the width to height ratio of the backfill. 相似文献
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挡土墙地震被动土压力的拟动力分析 总被引：5，自引：0，他引：5
对地震土压力的研究是地震区挡土墙安全设计的一项重要课题。地震条件下,目前的研究主要是给出了土压力的近似拟静力解析解。本文采用可考虑动力荷载下的周期和纵波及横波效应的拟动力方法,对挡土墙后的地震被动土压力进行分析。在挡土墙后平面滑裂面假设的基础上,考虑了水平和垂直向地震加速度、纵波速度、横波速度、挡土墙摩擦角、填土内摩擦角、填土坡角对地震被动土压力的影响。与Mononobe-Okabe理论的拟静力法不同的是,用本方法得出了沿墙身地震被动土压力是非线性变化的结果,这更符合地震条件下土压力的变化规律。 相似文献
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Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case 总被引：8，自引：0，他引：8
Prediction of the seismic rotational displacements of retaining wall under passive condition is an important aspect of design in earthquake prone region. In this paper, the pseudo-dynamic method is used to compute the rotational displacements of rigid retaining wall supporting cohesionless backfill under seismic loading for the passive earth pressure condition. The proposed method considers time, phase difference and effect of amplification in shear and primary waves propagating through both the backfill and the retaining wall. The influence of ground motion characteristics on rotational displacement of the wall is evaluated. Also the effects of variation of parameters like wall friction angle, soil friction angle, amplification factor, shear wave velocity, primary wave velocity, period of lateral shaking, horizontal and vertical seismic accelerations on the rotational displacements are studied. The rotational displacement of the wall increases substantially with increase in amplification of both shear and primary waves, time of input motion, period of lateral shaking and decreases with increase in soil friction angle, wall friction angle. The rotational displacements of the wall also increase when the effect of wall inertia is taken into account. Results are provided in graphical form. 相似文献
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Gravity retaining wall with geogrids has showed excellent seismic performance from Wenchuan great earthquake. However, seismic damage mechanism of this kind of wall is not sufficiently clear. In view of this, a large shaking table test of the gravity retaining wall with geogrids to reinforce the subgrade slope was carried out, and based on the Hilbert-Huang transform and the marginal spectrum theory, the energy identification method of the slope dynamic failure mode was studied. The results show that the geogrids can effectively reduce displacement and rotation of the retaining wall, and it can effectively absorb the energy of the ground movement when combined with the surrounding soil. In addition, it also reveals the failure development of the gravity retaining wall with geogrids to reinforce the subgrade slope. The damage started in the deep zone near the geogrids, and then gradually extended to the surface of the subgrade slope and other zones, finally formed a continuous failure surface along the geogrids. The analysis results of the failure mode identified by the Hilbert marginal spectrum are in good consistency with the experimental results, which prove that the Hilbert marginal spectrum can be applied to obtain the seismic damage mechanism of slope.
相似文献17.
土工格栅加筋挡土墙是一种柔性挡土结构,目前尚未建立较严密的设计方法,作用在土工格栅加筋墙壁上的地震动土压力研究是抗震设计的重要内容之一。应用基于拉格朗日法的完全非线性动有限差分法研究整体面板式土工格栅加筋土挡壁在地震作用下各设计参数对挡壁动土压力的影响。采用弹塑性模型模拟填土,采用耦合弹性参数描述格栅与土接触界面特性,参数包括加筋间距、长度、刚度、地震强度和填土性质等,分析墙壁的动土压力沿墙身的分布特征,得出了影响地震动土压力的显著参数,证明了土工格栅加筋墙体的优异吸震能力,研究结果为整体面板式土工格栅加筋土挡墙抗震设计中的动土压力研究提供参考。 相似文献
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YANG LIU 《地震学报(英文版)》2000,13(2):143-150
When there exists anisotropy in underground media, elastic parameters of the observed coordinate possibly do not coincide with that of the natural coordinate. According to the theory that the density of potential energy, dissipating energy is independent of the coordinate, the relationship of elastic parameters between two coordinates is derived for two-phase anisotropic media. Then, pseudospectral method to solve wave equations of two-phase anisotropic media is derived. At last, we use this method to simulate wave propagation in two-phase anisotropic media, four types of waves are observed in the snapshots, i.e., fast P wave and slow P wave, fast S wave and slow S wave. Shear wave splitting, SV wave cusps and elastic wave reflection and transmission are also observed. 相似文献
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地震诱发的海啸对沿海围护结构的破坏具有强度大的特点。滨水挡土墙作为重要的围护结构,海啸与地震的联合作用极易造成其发生绕墙踵的被动破坏。采用条分法,将土楔体分割成无数平行于破裂面的刚性土条,并建立绕墙踵转动的挡墙与刚性土条之间的速度容许场。基于极限上限理论,依据外力做功功率等于其内能耗散功率,推导了地震加速度系数的表达式。与经典极限平衡理论相比,该方法考虑了挡墙的位移模式,且无需假设地震土压力的作用位置。分析了浪高与海平面高度之比,内摩擦角φ及墙土摩擦角δ对滨水挡土墙稳定性的影响。 相似文献