摘要
在三峡工程永久船闸与升船机的高坡实施中 ,其位移变形量、变形时效与影响范围的演绎 ,是检验所有研究成果的唯一准绳 经比较鉴别 ,只有卸荷岩体力学的预测与实际一致 其所选宏观岩体力学参数与计算中的分带 ,经用实际展现的迹象信息作反馈求算 ,所得结果与先前的设定完全相符 用此新理论研究西部大开发中的高边坡工程 。
In implementing high slope works at the positions of shiplock and shiplift of the Three Gorges Project,the deduction of rock's deformation etc.is a sole yardstick for examining the researching results.Through comparison and appraisal,the predicting data by unloading rockmass mechanics are wholly coincide with the actually measuring data.Therefore,the new conception theory,unloading rockmass mechanics,will has good referential significance and be favourable to constructing high steep slope works in the western regions development.
出处
《三峡大学学报(自然科学版)》
CAS
2001年第2期97-103,共7页
Journal of China Three Gorges University:Natural Sciences
基金
国家重点科技攻关课题 !(85 -16 -0 3 -0 5 (3) )
关键词
三峡船闸
高边坡
卸荷岩体力学
监测反馈检验
theoretical forecasting
high slope deformation deduction
comparison with appraisal
examining by measuring feedback