排序方式： 共有23条查询结果，搜索用时 15 毫秒
1.
Evaluation of density in layer compaction using SASW method 总被引：1，自引：0，他引：1
SASW test, which is non-intrusive and rapid in the field application, was used to evaluate the layer density in the roller compaction without performing the complicated inversion process. The concept of normalized shear wave velocity was introduced to minimize the effect of confinement in the density evaluation. SASW test was performed to determine the shear wave velocity of the layer, and the free–free resonant column (FF–RC) test was adopted to determine the correlation between the normalized shear wave velocity and density of the site, which is almost unique independent of confinement. Testing and data reduction procedures of both tests were briefly discussed and an evaluation procedure of the field density was proposed by effectively combining in-situ shear wave velocity determined by the SASW test with the correlation between the normalized shear wave velocity and the density determined by the FF–RC test. Finally, the feasibility of the proposed method was verified by performing a field case study at Hoengsung road construction site. Field densities determined by the proposed method matched well with those determined by sand cone tests, showing the potential of applying the proposed method in the field density evaluation. 相似文献
2.
3.
The depth to soil–bedrock interface, which is one of the major parameters in the site response analysis, has been often investigated by surface-wave tests. The round-robin tests for a surface-wave method in Korea revealed that a long measurement array in surface-wave tests is not appropriate in locating soil–bedrock interface. In this paper, for the improved profiling of depth to soil–bedrock interface in 2-D image, short measurement array was introduced for the beamforming technique, which is a robust array processing technique adopted in a long-array format for stiffness profiling. Numerical simulation and field applications of the short-array beamforming technique indicate that the method is valid even for surface wave propagation with mode-related complexity. Depth to soil–bedrock interface and shear-wave velocity profiles determined by the short-array beamforming technique were in good agreement with layer stratifications of boring logs, resistivity map, shear-wave velocity profiles of downhole tests and CAP-SASW tests. 相似文献
4.
G. A. Athanasopoulos P. C. Pelekis G. A. Anagnostopoulos 《Soil Dynamics and Earthquake Engineering》2000,19(4)
The amplitude of vertical ground surface vibrations generated by impact tests on the ground surface was measured at various radial distances from the point of impact at locations of Greece. The results of measurements were analyzed in the frequency domain (in the range from 0–100 Hz) and the attenuation characteristics of soil materials were studied in terms of a frequency-independent attenuation coefficient, a0, of the empirical Bornitz equation. The aim of the study was to investigate the effect of soil stiffness (expressed by the value of low-amplitude shear wave velocity of soil, VSO) on the value of attenuation coefficient, a0. Values of VSO for the tested soils were estimated by applying the methodology of Spectral Analysis of Surface Waves (SASW) technique and utilizing the surface vibration data. An empirical relationship between a0 and VSO1 (VSO1 is the representative value of VSO for the soil profile up to a depth of one wavelength) was established for values of VSO1 ranging from 140 to 1000 m/s. A similar relationship in terms of the low-amplitude shear modulus of soil, GO1, was also established by converting the VSO1 values to GO1 values. The experimental results were compared to values reported in the literature for comparable soil types and frequencies of vibration and a reasonable agreement was found to exist. The proposed empirical relationship can be utilized in many practical applications of soil dynamics requiring the knowledge of the attenuation rate of Rayleigh waves with distance in various types of soils. 相似文献
5.
6.
Eric M. Thompson Laurie G. Baise Robert E. Kayen 《Soil Dynamics and Earthquake Engineering》2007,27(2):144-152
Ground motions recorded within sedimentary basins are variable over short distances. One important cause of the variability is that local soil properties are variable at all scales. Regional hazard maps developed for predicting site effects are generally derived from maps of surficial geology; however, recent studies have shown that mapped geologic units do not correlate well with the average shear-wave velocity of the upper 30 m, Vs(30). We model the horizontal variability of near-surface soil shear-wave velocity in the San Francisco Bay Area to estimate values in unsampled locations in order to account for site effects in a continuous manner. Previous geostatistical studies of soil properties have shown horizontal correlations at the scale of meters to tens of meters while the vertical correlations are on the order of centimeters. In this paper we analyze shear-wave velocity data over regional distances and find that surface shear-wave velocity is correlated at horizontal distances up to 4 km based on data from seismic cone penetration tests and the spectral analysis of surface waves. We propose a method to map site effects by using geostatistical methods based on the shear-wave velocity correlation structure within a sedimentary basin. If used in conjunction with densely spaced shear-wave velocity profiles in regions of high seismic risk, geostatistical methods can produce reliable continuous maps of site effects. 相似文献
7.
干振碎石桩加固液化地基试验研究 总被引：11，自引：3，他引：8
根据高速公路工程液化地基加固试验研究 ,对干振碎石桩加固液化地基的原理、效果、检验方法进行讨论。研究成果表明 ,干振碎石桩用于处理液化地基具有较大的优越性。处理后地基均消除了液化。瞬态瑞利波法具有快捷可靠的优点 ,可以在地基处理质量检测中推广使用。 相似文献
8.
SASW法在基础工程和路基工程中的应用研究 总被引：9，自引：1，他引：8
南京地铁珠江路段的掘进施工过程中出现大量的渗水,利用SASW方法对地基土性进行了研究分析,得出南京地铁珠江路段的掘进施工过程中出现大量的渗水是由于高含水率的粉砂土层存在,高含水粉砂土层在SASW的频谱曲线上表现为剪切低速层。同时,利用SASW法对高速公路煤矸石的压实路基填筑的状态进行评价,并与常规的灌砂法测定路基的压实度进行对比分析,研究得出了剪切波波速与压实度的关系式,为高速公路路基填筑工程的质量控制提供了一种快捷有效的检测方法。 相似文献
9.
面波频谱分析法(SASW) 作为一种横向分辨率较高的瑞雷面波勘探方法, 由于计算得到的基阶面波频散曲线存在较大误差以及无法获得高阶模式频散曲线而在应用中受到限制.通过应用Fourier变换方法(FT法) 分离提取面波各模态数据, 进而对分离后的各模态数据利用SASW法计算频散曲线.通过模型实例分析得出: (1) 利用SASW计算基阶面波频散曲线时必须分离得到基阶面波数据, 然后计算才能得到正确的结果; (2) 基于多模态分离的SASW法可以计算得到面波高阶模式的频散曲线. 相似文献
10.
场地瑞利波频散特性的测试方法研究 总被引：2，自引：2，他引：0
瑞利波频散特性测试是波速结构的面波探测方法中的关键环节。本文不进行速度结构的比较,而是直接与表面波谱分析方法比较所提取的频散曲线,从而将反演方法可能引入的不确定性因素剥离了出去,能够更客观地说明地脉动台阵方法的有效性和精度。在唐山26个场地进行的两种方法中美联合观测和分析结果表明。地脉动方法在83％的场地达到了与表面波谱分析方法相同的精度,是一种经济有效的场地瑞利波频散特性和波速结构测试方法。 相似文献