1) deep base point displacement
深基点位移
1.
The inner-outer bearing structure mechanical model for deep soft rock roadways was put forward,the developing progress of bearing structures was analyzed,and the relation between bearing structures and deep base point displacements in two sides of roadways was discussed.
应用FLAC计算软件中的应变软化模型,通过数值计算研究了牛马司煤矿深部软岩巷道围岩应力与围岩性状的关系,提出了深部软岩巷道内、外承载结构模型,分析了承载结构的发展过程,探讨了巷道两帮承载结构与深基点位移分布的关系。
2) displacement observation of deep-hole point
深孔基点位移观测
1.
Identified roof caving and migration characteristics combined with displacement observation of deep-hole point in roof.
对保德煤矿8 m厚煤层综放开采可行性研究中,在对影响因素分析的基础上,采用多因素综合模糊评判方法得到了8号煤层的可放性为一般偏好;结合对顶煤顶板的深孔基点位移观测,确定了顶煤顶板的垮落和运移特征。
3) datum point to shift
位移基准点
4) displacement to deep colour
深色位移
5) Deep displacement
深部位移
1.
Analysis of deep displacement monitoring of landslide treatment in western Hunan;
湘西某滑坡整治深部位移监测分析
2.
Analysis on monitoring of deep displacement in Mayanpo potential landslide
马延坡滑坡体深部位移监测成果分析
3.
several characteristic types which combined with Zhenzilin recover deep slide and Hepinggou shallow slide deep displacement monitoring in Sichuan_Tibet higway Er_Lang mountain tunnel west apprach road.
结合川藏公路二郎山隧道西引道榛子林复活深层滑坡、和平沟浅表层滑坡 ,深部位移监测 ,总结归纳了滑坡深部累积位移曲线“V”型、“B”型、“r”型、“钟摆”型及“复合”型等几种 ,常见的特征类型的研究其意义 ,提出了依据滑坡深部位移监测资料判别滑坡稳定性的判识方法。
6) deep-seated displacement
深部位移
1.
A research for surface deformation and deep-seated displacement of the Baota landslide suggests evolutionary process of rockbody deformation and provides basis for geological conceptual model of slope rockbody deformation.
通过对宝塔滑坡地表变形特征及深部位移特征的研究，直接提示表层岩体的变形演化过程，进而为斜坡岩体变形地质概念模型提供依据。
补充资料：基点
基点Basis Point (BP)
定义：
债券收益率单位，相等于1%的百分之一。
例如：
当债券收益率从9.0%上升至9.5%时， 我们可说债券收益率上升50基点 。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。