PACDP can provide larger anchoring force than PACCT.
可以提供较大的锚固力。
The supporting ability of bolt is the maximal anchoring force of bolt towards surrounding rock.
拉拔力并不能作为锚杆的粘锚能力。
In the process of anchorage, anchoring force is the crucial condition of anchorage stability equilibrium.
在锚泊过程中，锚驻力是决定锚泊稳定平衡的关键条件。
The anchoring material will have tiny volume expansion with the age, which is beneficial to enhancing the anchoring force.
所研制的锚固材料随着龄期延长，会产生微小的体积膨胀，有利于提高锚固力。
Variation law of anchoring force is grasped respectively during each stage, which is the scientific basis of bolting design.
掌握了相应于各阶段锚固力上升、稳定、下降的变化规律，为设计锚杆支护提供了重要依据。
The destabilizing pattern of rock-anchored crane beam can be changed via the pre-applied anchoring force to rock-anchored crane beam.
并且可以通过对岩锚吊车梁预先施加锚固力的方式改变岩锚吊车梁的失稳形式。
The test included anchoring force of prestressed anchor cable, frictional coefficients, stress of concrete and steel bar and structure deformation.
测试内容包括预应力锚索锚固力、摩阻系数、混凝土和钢筋应力以及结构变形。
It is very important to impose anchoring force in lots of engineering projects in China. However, it is in a state of complete ignorance of corrosion failure and antisepsis of anchor cables.
我国很多工程对施加锚固力较为重视，对锚索的腐蚀破坏与防腐缺乏认识。
The mix proportion of the anchoring material is determined by experiments. The compressive strength, adhesive force to concrete, volume stability and anchoring force with steel bar are studied.
通过试验确定无机锚固材料的配合比，并对其抗压强度、与混凝土的粘结强度、体积稳定性、对钢筋的锚固力进行研究。
Shear stress of anchoring rope (rod) of extensional force type is unevenly distributed along anchoring section. Distribution curve of the shear stress is a unimodal curve with 0 as progressive line.
拉力型锚索、锚杆之锚固段的剪应力是非均布的，剪应力分布曲线是以0为渐进线的单峰曲线。
This paper mainly studies the road pavement resistance force and the end anchoring performance of continuously reinforced concrete pavement (CRCP).
介绍了连续配筋混凝土路面的端部锚固设施，探讨了对锚固地梁进行有限元分析时的有关问题。
This paper mainly studies the road pavement resistance force and the end anchoring performance of continuously reinforced concrete pavement (CRCP).
介绍了连续配筋混凝土路面的端部锚固设施，探讨了对锚固地梁进行有限元分析时的有关问题。
应用推荐