摘要
根据支盘桩承载力计算原理,并结合支盘桩的实际受力机理情况,与现有计算公式相比较,提出了与实际情况相符合的、用修改支盘桩下部支或盘的计算系数的方法,来计算支盘桩极限承载力,并与试验案例相比较表明,所提方法有实用性。
Based on Calculation of Beating capacity, according to the actual behaviour of piles with branches and plates. The writer rose out a way for calculate the ultimate capacity by change a coefficient of the under branch or plate of a piles with branches and plates. In contrast to a experiment model which demonstra- ted be tight. It is also useful in works.
出处
《西部探矿工程》
CAS
2008年第1期199-200,共2页
West-China Exploration Engineering
关键词
支盘桩
极限承载力
计算方法
探讨
squeezed branch pile
ultimate bearing capacity
way of calculation
discussing
