Based on elastic methods and the layer-wise summation method, a program developed for settlement calculation of pile ground and combined composite foundation.
基于弹性理论方法,结合分层总和法,编制了群桩沉降计算程序,并掘此对普通群桩和组合桩群桩性状和沉降计算进行研究。
Based on the settlement calculation method of composite pile foundation, calculation model in compressive area method of reliability is established, and simplified calculation model is presented.
从复合桩基的沉降计算方法出发,建立了沉降可靠度分析模型,通过对各种计算模型的分析比较,提出了沉降可靠度的推荐计算方法。
With the changing of piles length, displacement ratio and piles strength, we concluded the settlement rules of semi -rigid-pile composite foundation by numerical calculation method.
分析了半刚性桩复合地基的桩土受力特点,通过数值计算方法,得到半刚性桩复合地基的沉降随桩长、置换率、桩身强度等因素变化的关系。
应用推荐