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On the basis of experimental researches on normal reversal stress due to wave inside the protective armor of sloping breakwater, this paper presents an analysis of envelope curves of maximum reversal stress with the conclusion that the instability of the protective armor of sloping breakwater mostly occurs between breaker depth and striking point, where normal reversal stress of wave attains maximum value. The influences of relevant parameters such as wave height, wave steepness, relative depth as well as slope... On the basis of experimental researches on normal reversal stress due to wave inside the protective armor of sloping breakwater, this paper presents an analysis of envelope curves of maximum reversal stress with the conclusion that the instability of the protective armor of sloping breakwater mostly occurs between breaker depth and striking point, where normal reversal stress of wave attains maximum value. The influences of relevant parameters such as wave height, wave steepness, relative depth as well as slope of breakwater upon envelope curve and relationship between wave phase and that of reversal stress are also discussed. Based upon the data taken in the laboratory, statistical method is used to deduce an empirical expression of envelope curve of reversal stresses and to give the extent of most disad vantageous loading on protective armor. 本文根据对斜坡堤铺砌块体护面上法向波浪反压力的试验研究,分析了斜坡上最大反压力包络图,指出护坡块体失稳首先发生在破碎水深与打击点之间,该处法向波浪反压力最大。文中探讨了波高、波坦、相对水深、堤坡坡度等参数对该包络图图形的影响;反压力与波面的相位关系等。根据测试数据,应用数理统计方法,给出了反压力包络图的经验表达式和护坡块体最不利受力区域的范围。 Using about 30000 long period seismic waveforms, which are associated with earthquakes M≥6.0 recorded by global digital seismic networks between 1980 and 1992, global Love and Rayleigh wave phase velocity variations in periods of 85s and 250s are obtained. All of waveforms are visually inspected in time and spectral domains, and the used phases are minor and major great circle phases Gl, R1, G2,and R2. Using the hybrid parameterization, in which final block inversion in higher regional resolution... Using about 30000 long period seismic waveforms, which are associated with earthquakes M≥6.0 recorded by global digital seismic networks between 1980 and 1992, global Love and Rayleigh wave phase velocity variations in periods of 85s and 250s are obtained. All of waveforms are visually inspected in time and spectral domains, and the used phases are minor and major great circle phases Gl, R1, G2,and R2. Using the hybrid parameterization, in which final block inversion in higher regional resolution is embed in an aspherical reference model, and considering of the topography and crustal thickness variation, the inversions are performed with and without shallow layer corrections. Comparing with previous global phase velocity models, the l0ng wave length features are consistent both in magnitudes and variation patterns. The short period phase velocity variations are correlated with continental craton, middle cocean ridge, and tectonic activities,The correlation,however,decreases with period increases,And some oceanic hotspots are related to slow velocity anomalies. 从1980年到1992年间震级M≥6.0天然地震的全球数字地震台网记录,搜集约30000个长周期地震图波形数据,建立了周期为85-250s的全球Love波和Rayleish波相速度变化模型.全部地震图均通过时间域和频率域的质量控制,震相为短大圆弧和长大圆弧基频振型G1,R1,G2和R2.利用将区域高分辨率反演结果嵌入全球模型框架的混合反演参量化方法,以及地形、地貌和地壳厚度模型,得到校正前、后的两种反演结果.与已有全球相速度模型比较,长波分量的幅度和空间图像符合较好.短周期相速度异常反映了地表板块构造,与大陆地盾、大洋中脊和构造活动区相关;板块构造相关性随面波周期增大而逐渐消失;部分海洋热点与100-200s周期的低速异常相联系. In the study of crustal and upper mantle velocity structure with teleseismic surface wave data, the great circle path and plane wave assumptions of conventional surface wave tomography are no longer valid. By means of the joint inversion method for wave field and velocity structUre developed by Friederich and Wielandt we made a preliminary study on the laterally inhomogeneous distribution of Love wave phase velocities in southern Germany, using Love wave data recorded by the German Regional Seismograph... In the study of crustal and upper mantle velocity structure with teleseismic surface wave data, the great circle path and plane wave assumptions of conventional surface wave tomography are no longer valid. By means of the joint inversion method for wave field and velocity structUre developed by Friederich and Wielandt we made a preliminary study on the laterally inhomogeneous distribution of Love wave phase velocities in southern Germany, using Love wave data recorded by the German Regional Seismograph Network. The main features of the resulted phase velocity map at various Periods are stable, do not change with the selection of data. The phase velocity of 30 seconds Love wave is mainly affected by the crustal thickness, the phase velocity map correlates well with the known Moho depth distribution. From 39 to 66 seconds the velocity maps change gradually with periods to a pattern controled by tectonic activities in the lower part of lithosphere. T'he phase velocity maps betWeen 75 and 113 seconds indicate clear low velocity zones in Rhine graben and other tectonically active areas. In the tectonically stable area in the northeastern part of study region high velocity PersistS from 20 to 113 seconds Period. 在利用远震面波资料研究小区域内的地壳上地幔速度结构时,传统的面波层析成象所依据的大圆路径和平面波入射假设不能成立.本文利用德国区域地震台网记录的Love波资料,根据Friederich和Wielandt提出的面波波场和速度结构联合反演方法,对德国南部地区的Love波相速度横向不均匀分布作了初步研究.反演得到各个周期面波相速度分布的主要特征是稳定的,不随资料选取而改变.30s左右Love波相速度主要受地壳厚度控制,反演得到的相速度分布与该区域已知的莫霍面深度分布有很好的对应关系.39-66s周期的Love波相速度图像随周期逐渐改变,过渡到一个主要受岩石圈下部上地幔构造活动控制的格局.在75-113s周期范围内的相速度分布图像表明,莱茵地堑等构造活动区为明显的低速区.在研究区域东北部的构造稳定地区,从20-113s周期始终显示为高速区.
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