Maximum and minimum void ratios (emax and emin) of granular soils are commonly used as indicators of many engineering properties. However, few methods, apart from laboratory tests, are available to provide a rapid estimation of both emax and emin. In this study, we present a theoretical model to map the densest and the loosest packing configurations of granular soils onto the void space. A corresponding numerical procedure that can predict both emax and emin of granular soils with arbitrary grain size distributions is proposed. The capacity of the proposed method is evaluated by predicting the maximum and minimum void ratios of medium to fine mixed graded sands with different contents of fines. The influence of the grain size distribution, characterized quantitatively by uniformity parameter and the fractal dimension, on emax and emin is discussed using the proposed method. Moreover, application of this method in understanding the controlling mechanism for the void ratio change during grain crushing is presented.
相似文献 |
|||||||
|
|||||||
|
排序方式： 共有34条查询结果，搜索用时 31 毫秒
1.
利用淮南深部地球物理实验场地下848 m巷道内的Burris弹簧重力仪和地表LCR-ET20弹簧重力仪同期连续重力潮汐观测资料,对实验场地表和地下重力噪声水平进行了初步分析.分析结果表明在频率小于1.70 mHz(对应周期约为9.8 min)时,地下重力噪声水平都要比地表低;特别是在重力仪敏感的信号频段(周期大于3h的信号频段),地下848 m巷道内的重力噪声水平要比地表低约2个数量级,充分验证了实验场地下观测环境具有低重力噪声水平的超静特点.实验结果证明淮南深部地球物理实验场地下848 m巷道可为深地多物理场观测提供超静观测环境,为检测微弱地球物理场信号提供绝佳观测条件. 相似文献
2.
3.
4.
5.
6.
In this study, simple shear tests on breakable polydisperse granular materials were simulated using two-dimensional discrete element method (DEM). A new technique of generating polydisperse DEM samples with a smooth and continuous particle size distribution curve was proposed. A modified breakage criterion was introduced to reflect the contact force anisotropy of particles in the numerical sample. The simulation results showed that during the simple shearing, grain crushing in the sample mainly occurred in the contraction process and decreased gradually when the sample began to dilate. As the shearing proceeded to a larger strain, the grain crushing tended to a stable value. This grain crushing trend was in accordance with the evolution of the average normal contact forces of particles in the sample during shearing. The average normal contact forces of potential breakage particles increased in the contraction process and decreased in the dilatancy process. A decrease in the average normal contact forces of potential breakage particles resulted in the decrease in grain crushing during the later stage of shearing. 相似文献
7.
地方坐标到2000国家大地坐标转换方法研究 总被引：2，自引：0，他引：2
我国自2008年7月1日起启用2000国家大地坐标系作为我国测绘生产和GIS系统建设新的坐标系。由于早期测绘生产没有采用统一的坐标系,坐标系统的不一致是GIS系统开发、数据建库和多源数据集成经常碰到的问题。回顾常用的坐标转换方法,并探讨数学模型转换方法的参数计算步骤与提高参数准确性的方法,利用厦门地方坐标系和2000国家大地坐标系下两套不同的公共控制点,计算转换参数,通过编写程序,完成了多种文件格式的测绘数据在两种坐标系之间的相互转换,取得了较好的效果。 相似文献
8.
浙西前震旦纪双层基底及其构造演化 总被引：1，自引：0，他引：1
浙西北前震旦系由双溪坞群（Ｐｔ２ｓ）和河上镇群（Ｐｔ）两部分组成，并成为双重基底结构，构成浙皖赣交界处晚元古代江南古岛弧和富阳一带龙门山古岛弧的主体。下构造层双溪坞群由平水组细碧岩、北坞组英安质玻屑凝灰岩、岩山组沉凝灰岩和章村组酸性晶屑玻屑熔结凝灰岩构成，并具低绿片岩相变质。上构造层河上镇群由骆家门组底砾岩、硬砂岩、浊积岩，虹赤村组岩屑砂岩和上墅组安玄岩、流纹岩组成。两构造层之间的神功运动面构成了广泛的区域不整合，并使上下变形变质程度和构造样式有明显差异。上墅组之上有震旦系志棠组（休宁组）广泛不整合复盖。研究表明：浙西北区前震旦系是晚元古代造山作用连续演化不同阶段的产物，总体构成以岩浆弧为特色的扬子板块南东边缘。 相似文献
9.
将废弃橡胶轮胎内填充散体材料形成加筋土结构,已被应用于地基、挡土墙和边坡加固等工程,表现出较好的减震隔振效果,而轮胎加筋土的抗液化性能尚缺乏研究。开展3组小型振动台试验,通过改变轮胎垫层的排水条件,验证轮胎加筋砂垫层的抗液化效果。结果表明:轮胎加筋砂垫层具有良好的抗液化效果,与刚性垫层相比,超静孔压比峰值差值范围在0.01~0.19,残余超静孔压比差值范围在0.08~0.16,轮胎加筋砂垫层提供的排水通道具有抑制超静孔隙水压力发展和加速超静孔隙水消散的作用,孔隙水会沿着轮胎与下部土体的界面以及胎间的排水通道排出;采用量测侧向动土压力的方法,定义土体液化程度量化指标,进一步验证轮胎加筋砂垫层抗液化效果;振动过程中轮胎加筋垫层表面沉降范围为11.3~15.7 mm,表现出较好的变形协调性能。 相似文献
10.
|
| 设为首页 | 免责声明 | 关于勤云 | 加入收藏 |
|
Copyright©北京勤云科技发展有限公司 京ICP备09084417号 |