期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
压力不确定条件下套管层次及下深确定方法 被引量:19
1
作者 管志川 柯珂 路保平 《中国石油大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第4期71-75,共5页
对压力信息具有不确定性的井,利用概率分析方法确定地层压力预测模型中参数的概率分布状态,通过直接理论计算或蒙特卡洛方法得出含有可信度的地层压力剖面;利用压力约束准则得出具有可信度的安全钻井液密度窗口,提出依据含有可信度压力... 对压力信息具有不确定性的井,利用概率分析方法确定地层压力预测模型中参数的概率分布状态,通过直接理论计算或蒙特卡洛方法得出含有可信度的地层压力剖面;利用压力约束准则得出具有可信度的安全钻井液密度窗口,提出依据含有可信度压力剖面的自上而下和自下而上的井身结构设计方法。该方法避免了传统设计方法对关井井涌和压差卡钻深度进行试算和验证的过程,可得出连续的套管层次及下深范围,实例井的实际下深均在设计范围内,预测效果较好。 展开更多
关键词 压力不确定性 深水钻井 套管层次及下深 可信度
在线阅读 下载PDF
Coefficient of consolidation by end of arc method
2
作者 Mohsen Abbaspout Reza Porhoseini +1 位作者 Kazem Barkhordari Ahmad Ghorbani 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期332-337,共6页
One of the most important issues in geotechnical engineering is excess pore pressure caused by clay soil loading and consolidation. Regarding uncertainties and complexities, this issue has long been the subject of att... One of the most important issues in geotechnical engineering is excess pore pressure caused by clay soil loading and consolidation. Regarding uncertainties and complexities, this issue has long been the subject of attention of many researchers. In this work, a one-dimensional consolidation apparatus was equipped in a way that pore water pressure and settlement could be continuously read and recorded during consolidation process under static loading. The end of primary consolidation was obtained using water pressure changes helping to present a new method for determining the end of primary consolidation and consolidation coefficient. This method was then compared with two classical theory methods of lg t and t. Using Terzaghi's theory, the way of pore pressure dissipation for lg t, t and the new method was found and compared with experimental results. It is concluded that the new method has better results. 展开更多
关键词 one-dimensional consolidation of soil excess pore pressure end primary consolidation consolidation coefficient static loading
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部