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1)  critical embedment length
临界锚固深度
2)  critical anchorage length
临界锚固长度
1.
In order to discuss the behavior of rock-socketed anchoring blots under the pile toe of high-pile wharf, a new kind of load transferring function was set up based on the dilatancy effect between the anchorage-body and surrounding rock, and an analytical solution to determine the critical anchorage length is obtained as well.
为探讨港工高桩码头结构为提高桩身竖向抗拔承载力而日渐采用的桩内嵌岩锚杆技术的复杂受力特点,基于锚杆锚固体-周围岩体相互作用的剪胀机理,建立适合于桩内嵌岩锚杆的荷载传递函数,并由此推导出锚杆临界锚固长度的解析解。
2.
Mathematic representation for critical anchorage length has been deduced on the basis of local-deformation assumption.
运用局部变形假定,推导出工程临界锚固长度的数学表达式。
3.
The analytical solution of the relation between load and deformation of bolt and uplift pile was deduced by using the balance of unit body,deformation coordination between anchor and soil and boundary condition,so as to deduce the calculation formulae of bolt critical anchorage length.
首先引入桩土荷载传递规律的剪切位移模式,结合轴向Winkler地基模型,建立了锚杆荷载传递基本方程,利用单元体平衡和锚杆、土体变形协调及边界条件,推导出锚杆抗拔荷载与位移关系的解析解,从而导出锚杆临界锚固长度的计算公式;然后,对影响锚杆临界锚固长度的主要因素进行了分析,得出一些定性的结论;最后,以某高层建筑深基坑支护工程中的锚杆为计算实例进行了分析。
3)  anchorage depth
锚固深度
1.
Lower-bound method for limit analysis of anchorage depth of sliding resistant piles;
抗滑桩锚固深度的极限分析下限方法
2.
Determination of the anchorage depth of rigid anti-slide piles based on strength reduction method;
基于强度折减的刚性抗滑桩锚固深度确定
4)  anchoring depth
锚固深度
1.
Reliability design of anchoring depth for friction piles;
抗滑桩锚固深度的可靠性设计
2.
The reliability analysis about the anchoring depth of a friction pile;
抗滑桩锚固深度的可靠性分析
3.
On effect of variability of parameters on anchoring depth reliability of anti-sliding pile;
参数变异性对抗滑桩锚固深度可靠度的影响分析
5)  critical depth
临界深度
1.
Limit analysis of the critical depth of circular step-sloped foundation pits;
圆形放坡基坑临界深度极限分析
2.
Numerical analysis about the critical depth of two-layer foundation;
双层地基临界深度的数值分析
3.
Study on the critical depth and minimal thickness of static piling;
静力压桩临界深度和最小厚度探讨
6)  increasing value of anchoring depth
锚固深度增加值
补充资料:地下水临界深度


地下水临界深度
critical depth of subsurface water

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