tip-resistance

基本解释

Failure surface shape of pile tip and ultimate tip resistance was obtained according to Mohr-Column failure criteria.
根据莫尔-库仑破坏准则得出了桩端的破坏面形状以及极限端阻力。
It was shown that the method based on the net tip resistance was sufficiently accurate for determining the preconsolidation pressure.
结论表明：采用净锥尖阻力可较可靠地确定土的先期固结压力。
On the basis of three-dimensional finite element method,the lateral friction resistance,the tip resistance and socket length of rock-socketed pile are analyzed and calculated.
用三维有限单元法对嵌岩灌注桩的桩侧阻力、端阻力、嵌岩深度进行了分析计算。
Some methods are put forward to evaluate ultimate flank friction and ultimate tip resistance of piles according to the geotechnical engineering condition in Guangzhou.
结合广州地区岩土工程条件,提出了桩的极限侧阻力和极限端阻力的计算方法,并将之应用于实际工程桩基础设计中。
The load bearing behavior of single bored piles grouted at the bottom of pile with sand and stone layers is researched.The characteristics of tip resistance and side friction of pile are analyzed.
研究了持力层为砂卵石层单钻孔灌注桩桩底注浆承载性状，并且综合对比分析了桩端阻力和桩侧阻力的特性。