The shear strength and dilatancy of typical uncemented calcareous sand from the South China Sea are investigated by soil lab tests. According to drained triaxial tests at various relative densities and confining stresses, it is found that the constant volume friction angle is approximated as 39° and the traditional Bolton’s equations can be modified to estimate the peak friction angle and dilation angle. The reliability of the equation proposed for the peak friction angle is verified in terms of calcareous sands from more onshore and offshore sites worldwide, while the errors of the predicted dilation angles scatter in a relatively large range. Totally, the dilation angles of sands in the South China Sea are estimated by the equation presented with an error of ±30%. The peak friction angle measured by the undrained is similar to that by the drained tests as the relative density smaller than 60%, while the former is slightly lower for denser samples.
利用激光烧蚀多接收器等离子质谱系统, 采用离子计数器与法拉第接收器同时接收U-Pb同位素的技术, 对4个标准锆石GJ-1, 91500, M257和TEMORA采用10 μm剥蚀斑直径、单点剥蚀模式测定, 得到了(602±3) Ma (n=32)、(1058±3) Ma (n=29)、(561.9±2.5) Ma (n=32)和(414.7±2.3) Ma (n=36)的结果; 对GJ-1和TEMORA采用5 μm剥蚀斑直径、曲线扫描模式测定, 得到(596.9±4.5) Ma (n=22)、(417.9±2.5) Ma (n=32)的年龄, 均与文献参考值在误差范围内一致。10 μm斑径单点剥蚀得到I9801、05SD07-01两个典型变质锆石年龄分别为(426±2) Ma (n=30)、(1815±10) Ma (n=16), 5 μm斑径曲线扫描得到I9801、05SD07-01年龄分别为(427±3) Ma (n=32)、(1789±32) Ma (n=15), 均为其可信年龄结果。利用LA-MC-ICP-MS系统对小颗粒锆石、锆石变质增生边或其他成因增生边进行10 μm尺度内U-Pb定年是可行的。 相似文献
