大理岩单轴蠕变模型参数

采用分级加载方式进行单轴压缩蠕变试验,获得大理岩的单轴压缩蠕变曲线。对比发现五元件Kelvin模型能较好的拟合蠕变试验曲线,取其作为大理岩蠕变模型。对同一应力水平下的蠕变曲线,取10 h、20 h、40 h和50 h四个蠕变时间段,用五元件Kelvin模型进行拟合,分别获得蠕变模型参数。拟合结果表明,蠕变模型参数在不同的应力水平下和不同的加载时间下都是变化的。当应力水平足够大(58 MPa),E2随加载时间的变化规律和E1刚好相反;当加载时间足够长(20 h)时,E2随应力水平的变化规律和E1刚好相同。当应力水平足够大(58 MPa),蠕变模型参数η1和η2始终随着加载时间的增加而增加。当加载时间足够长(=50 h),蠕变模型参数η1和η2始终随着应力水平的增加而增加。     

整体最小二乘的GM（1，n）模型在高铁中的应用研究

提出了基于整体最小二乘（TLS）综合考虑GM（1,n）模型中观测向量以及系数矩阵的误差,建立GM（1,n）模型,并将模型应用于某地区高铁的桥梁梁体上拱预测,结果表明,模型在高铁徐变监测中具有较高的精度、可靠性和适用性。     

Shear Strength Development with Burial in Eel River Margin Slope Sediments

As part of the STRATAFORM project, a series of cores were obtained from the Eel River Margin area of Eureka, California. The geotechnical analysis of intact specimens and of reconstituted samples provides some insight on the development of shear strength with burial. The results show the effect of bioturbation in the early part of the lifetime of a sediment. SEDCON tests were used to proposed various relationships which help predict the changes in density, liquidity index, and strength as a function of depth. These relationships are found useful from near the water sediment-interface down to a depth of at least 400 m in the sediment column.     

Secondary Compression Features of Jiangsu Soft Marine Clay

The results of one-dimensional compression tests conducted on undisturbed specimens of Jiangsu soft marine clay is presented. Because of its high in situ void ratios and natural water content, Jiangsu soft marine clay displays high values of both the virgin compression index, C_c, and the secondary compression coefficient, C_α. The laboratory data indicates that the value of the ratio C_α/C_c for Jiangsu soft marine clay is constant. However, neither C_α nor C_c are constant: they both depend upon the natural water content (or void ratio) and thus are also dependent on the deformation (or compression) of Jiangsu soft marine clay. Settlement analyses show that the secondary settlement of Jiangsu soft marine clay is a significant component of the field settlement. The concept of a constant value for C_α/C_c is used to predict the secondary settlement of a surcharged embankment founded upon Jiangsu soft marine clay. The predictions are in agreement with the limited post-construction field measurements of the embankment settlement.     

Nonlinear Creep and Swelling Behavior of Bentonite Mixed with Different Sand Contents Under Oedometric Condition

Due to the viscous nature, especially the swelling property, bentonite is selected as buffer and backfill material for marine radioactive waste disposal. This article presents experimental results from one-dimensional oedometric compression tests with multi-stage loading and unloading/reloading on specimens of bentonite mixed with different sand contents. The sand contents are 50%, 60%, 70%, 80%, and 90%, respectively, in terms of the dry mass of sand over the dry mass of the mixture. Influences of sand contents on time-dependent stress-strain behavior of the bentonite-sand mixture under 1-D straining are examined with special attention to the nonlinear creep and swelling behavior. It is found that the bentonite-sand mixtures exhibit distinct nonlinear creep and swelling behavior that cannot be neglected. Moreover, a nonlinear creep function proposed by Yin (1999 Yin , J.-H. 1999 . Non-linear creep of soils in oedometer tests . Geotechnique 49 ( 5 ): 699 – 707 .[Crossref], [Web of Science ®] , [Google Scholar]) for Hong Kong Marine Deposits has been modified to describe the nonlinear creep behavior of the bentonite-sand mixture.     

天津海积软土Singh-Mitchell蠕变模型及灰色预测

通过三轴不固结不排水蠕变试验,建立了天津海积软土Singh-Mitchen蠕变模型,同时利用实测数据进行了灰色预测。试验结果表明:Singh-Mitchell经验模型适合于天津海积软土蠕变预测,利用实测数据亦可对蠕变进行短期灰色预测,效果较好,工程实践中可作为参考。     

万州区红层软弱夹层蠕变试验研究

在万州侏罗纪红层中,连续分布多层产状稳定、厚度较大的软弱夹层,容易成为岩质滑坡的滑动面。万州区近水平滑坡的成因一直存在争议,为了从力学角度阐明万州区滑坡的成因机制,对万州区红层软弱夹层进行了排水蠕变试验,以研究软弱夹层的流变性能。采用Singh-Mitchell模型描述了软弱夹层的蠕变特性,并对模型中的参数进行了探讨,为从力学机制研究万州区近水平滑坡的成因机制提供模型和参数。     

濮阳3286 m岩盐勘探深井高密度钻井液工艺

濮阳岩盐普查项目ZK0401孔设计孔深3280 m。在该孔钻探取心施工中,结合地层水敏性、地层压力及地温特点,试验采用了耐高温、高密度饱和盐水钻井液,并配以适宜取心钻探工艺,成功地实施了连续岩盐取心,实际终孔孔深3286 m,收到了良好的效果。重点介绍了钻井液体系配方的优选及钻井液工艺技术措施。     

层状岩体单轴和双轴压缩蠕变特性的数值试验

以绿片岩和大理岩组成的层状岩体为研究对象,采用FLAC3D对互层状岩体进行了单轴和双轴压缩蠕变试验的数值分析,在数值分析中考虑荷载方向与层理之间的几何关系、大理岩夹层的体积分数、应力水平等的影响。研究结果表明:单轴和双轴压缩条件下,随着夹层倾角由0°增加至90°,轴向和夹层倾斜方向的应变绝对值均呈先增大后减小的变化规律;随着大理岩夹层体积分数的增加,轴向压缩变形和2个侧向方向的膨胀变形量均有所减小。单轴压缩条件下,当轴向荷载方向垂直于层理时,轴向压缩变形均大于轴向荷载方向平行于层理时的轴向压缩变形;双轴压缩条件下,当轴向荷载方向垂直于层理、侧向荷载方向平行于层理时,轴向压缩变形最大,当轴向荷载方向平行于层理、侧向荷载方向垂直于层理时,轴向压缩变形最小。     

节理岩体蠕变特性研究

在已知岩石和节理蠕变规律的前提下,推导了节理岩体蠕变模型的一般表达式。假定岩石体积变形和节理法向压缩变形为弹性变形,忽略节理的剪胀现象,认为只有岩石畸变和节理剪切滑移与时间有关,从而推导了含三组相交节理的岩体蠕变模型及其参数。根据反演出的岩石和节理蠕变模型,计算了含三组相交节理的岩体在单轴应力作用下一些节理参数对岩体单轴蠕变的影响。分析表明,节理间距、剪胀系数以及节理夹角都对岩体的单轴蠕变变形有明显影响。节理间距越大,剪胀系数越大,节理夹角越小,节理岩体的单轴蠕变柔量也就越小,岩体的蠕变变形也越小。