闪电联盟 - Powered by phpwind

离线pony8000

UID: 125

IT资讯组

发帖: 53402

今日发帖

最后登录: 2024-12-22

只看楼主倒序阅读使用道具楼主发表于: 2023-06-22 09:39:32

自助获取论坛邀请码

Rocscience RSPile is a software that automatically calculate pile capacities at different locations for different types of piles and generate the results in a table and a series of graphs. This feature not only provides you with surface friction and ultimate tip strength, but also helps apply various safety factors to determine the allowable capacity of the piles. Analysis of in-situ piles is different from other options due to its focus on calculating the ultimate capacity of the pile in resisting the applied load. The candles themselves are also different. Unlike precast piles, in-situ piles are created by drilling a borehole for a reinforced concrete pile and pouring concrete in place. With the in-place candles option, it allows you to consider more options than analyzing single or group candles.
In order to properly analyze a pile foundation under lateral load in soil or rock, a nonlinear relationship must be applied that considers the soil resistance as a function of pile deflection. For this type of analysis, the main parameter to be taken from the soil is the reaction coefficient. It is defined as the soil resistance at a point along the pile depth divided by the horizontal deflection of the pile at that point. RSPile defines this modulus of reaction (Epy) using the p-y curve. The p-y curves are created at certain depths, which show that the soil reaction modulus is a function of the pile deflection (y) and the depth below the ground surface (Z).

Features of Rocscience RSPile

Lateral & Axial Pile Analysis
Capacity Pile Analysis
Grouped Pile Analysis
Analyze Load and Bearing Capacity of both Driven and Bored piles. Driven pile analysis methods are based on Federal Highway software “Driven.” Bored pile analysis with several methods available for cohesionless soils, cohesive soils, and weak rock.
Analyze a group of piles connected by a cap. Design complex models of pile groups where each pile can be a different pile type, consisting of multiple sections.