Ab'/> Evaluation of the lateral earth pressure coefficients at-rest in granular soil deposits using the anisotropic components of S-wave velocity
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Evaluation of the lateral earth pressure coefficients at-rest in granular soil deposits using the anisotropic components of S-wave velocity

机译:利用S波速度的各向异性分量评价粒状土沉积中的横向接地压力系数

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AbstractDetermination of the lateral earth pressure coefficients at-rest (K0) in natural soil deposits is an important issue in geotechnical and geological engineering. In this study, evaluation of this parameter in a granular soil deposit was examined by using two anisotropic components of the S-wave velocity (SV and SH-wave components). To this end, thirteen pairs of P- and S-wave seismic refraction profiles were acquired at two different granular sites in Iran. The collected shot gathers were processed, from which the SV and SH-wave velocities were derived. The SV-wave velocities were obtained by using the Multichannel Analysis of Surface Waves (MASW) method while the SH-wave velocities were extracted by utilizing the Multichannel Analysis of Love Waves (MALW) technique. The referenceK0values in the soil deposits were calculated by the Mayne and Kulhawy's formula based on the friction angles (Φ) and overconsolidation ratios (OCR) determined from laboratory tests. The curves of the referenceK0values versus the SH/SV velocity ratios at both sites strongly confirmed the feasibility ofK0evaluation from the velocity components. To develop a global equation forK0evaluation in granular soil deposits, a general regression analysis was conducted on the obtained data from this study combined with those reported in the literature. The results showed that reliable values ofK0can be estimated using the SH/SV velocity ratios. The findings of this study may appropriately serve as references for economic and non-invasive in-situK0identification in granular soil deposits using the surface wave methods.Highlights?Estimation ofK0of granular deposits based on seismic wave method was conducted.?Granular deposits are assumed to be cross-anisotropic.?Near-surface MASW and MALW were used to determine two S-wave components.?Good correlation between S-wave velocity ratio andK0was obtained.?Test results were combined with data from literature to yield a regression equation.]]>
机译:<![cdata [ 抽象 确定横向接地压力系数的静态压力系数( k 0 )在天然土壤沉积物中是岩土和地质工程中的一个重要问题。在该研究中,通过使用S波速度(SV和SH波部件)的两个各向异性组分来检查对粒状土壤沉积物中该参数的评价。为此,在伊朗的两个不同颗粒位点在两个不同的颗粒位点中获得了十三对P-和S波震荡折射曲线。加工收集的射击收集,从中得到SV和SH波速度。通过使用表面波(MasW)方法的多通道分析获得的SV波速度,而通过利用爱波(MALW)技术的多通道分析提取SH波速度。参考 k 0 土壤沉积物中的值由Mayne和Kulawy基于摩擦角来计算( φ ')和过度叠加比( ocr )确定于实验室测试。参考的曲线 k 0 值与两个站点的SH / SV速度比强烈证实了可行性 k 0 从速度分量的评估。为 k 0 评估,在粒状土壤沉积中进行评价,在获得的一般回归分析本研究的数据与文学中报告的数据相结合。结果表明,使用SH / SV速度比可以估计可靠的 k 斜视> 0 。本研究的结果可以适当地用作经济和非侵入性的原位的参考 k 0 识别使用表面波方法颗粒沉积物。 突出显示 估计 k 0 基于地震波法的粒状沉积物。 粒度假定存款是跨各向同性的。 近表面Masw和Malw用于确定两个S波组件。 S波速度比和 k 0 获得的良好相关性。 < / ce:摘要>]]>

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