STUDY ON THEORETICAL SOLUTIONS OF EQUIVALENT DEFORMATION PARAMETERS OF RCCD CONSTRUCTION INTERFACES

摘要：

The construction interfaces of RCCD have a distinct influenceon the deformation of dams. The construction interfaces of RCCD are regarded as transverse isotropy substance in this paper. Through carrying on a mechanical model to construction interfaces and effect zones, theoretical solutions of deformation parameter are proposed when construction interfaces are horizontal, vertical, and at arbitrary angle. The results show that as long as the deformation parameter of the noumenon and the effect zones, the thickness of RCCD noumenon and the effect zones are known, we can calculate not only the equivalent deformation parameter of the RCC construction interfaces that are rolled flatly, but also the equivalent deformation parameter of the RCC construction interfaces that are rolled inclined.

关键词： RCCD construction interfaces inclined layer equivalent deformation parameters

作者: Lanting Zhou Chongshi Gu Bijun Qian

作者单位: College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China College of Water Conservancy and Hydropower Engineering, Hohai University,Nanjing 210098, China

会议类型: 国际会议

会议名称: 第16届亚太地区国际水利学大会暨第3届水工水力学国际研讨会(16th IAHR-APD Congress and 3rd Symoposium of IAHR-ISHS)

会议地点: 南京

会议语种:英文

页码: 1630-1635

在线出版日期: 2008-10-20（万方平台首次上网日期，不代表论文的发表时间）