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“一站式”物业管理平台的设计与实践
引用本文:赖榕洲,吴能森,徐青.“一站式”物业管理平台的设计与实践[J].鸡西大学学报,2013(12):71-73,77.
作者姓名:赖榕洲  吴能森  徐青
作者单位:福建农林大学交通与土木工程学院,福建福州350002
基金项目:福建省自然科学基金项目(2007J0357);福建省高等学校科技项目(JA09073);福州大学土木工程国家级实验教学中心第三期创新性实验研究项目(IRP2012-3);福建农林大学创新(培育)团队建设项目(Pytdl2006).
摘    要:随着城市化进程不断推进,物业管理信息化程度和技术也飞速发展,但是,物业管理平台在建设过程中也逐渐暴露了一些问题:例如以"应用"为驱动,各部门缺乏统一的标准和规范、缺乏统一的平台进行管理等。"一站式"物业管理平台能够解决这些问题。通过"一站式"物业管理平台的构建,实现新型的"统一平台、分权流转"的管理模式,形成以数字平台为中枢,各系统相互融合、协调运行的一体化物业管理格局,促进规范化、集约化、自动化的物业管理信息化建设进程。

关 键 词:“一站式”物业管理模式  物业管理平台  五层构架

Reasonably Determining the Parameters of Duncan - Chang Model for Granite Residual Soil
Lai Rongzhou,Wu Nengsen,Xu Qing.Reasonably Determining the Parameters of Duncan - Chang Model for Granite Residual Soil[J].JOurnal of Jixi University:comprehensive Edition,2013(12):71-73,77.
Authors:Lai Rongzhou  Wu Nengsen  Xu Qing
Institution:(School of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou, Fujian 350002, China)
Abstract:To determine Duncan- Chang model's parameters of granite residual soil, three different moisture content samples were made and triaxial consolidation drained tests were done under surrounding pressures of 100 kPa,200 kPa and 300 kPa respec- tively. All stress - strain curves obtained are of the property of work - hardening which coincides with the conditional formula of Duncan - Chang model essentially. Afterwards, parameters of Duncan - Chang model were calculated to curve fit by means of "all point method" and "two point method" respectively, and the result is as follow: "all point method" is poor than "two point meth- od" in accuracy, because "all point method" is interfered by abnormal data unavoidably; whereas "two point method" is not only simple and convenient, but can prevent from being disturbed by abnormal data in low stress level due to only using two sets of data in high stress level, so, It is suggested that "two point method" should be apply to calculate the Duncan -Chang model's parame- ters of granite residual soil in engineering practice.
Keywords:granite residual soil  Duncan - Chang model  triaxial test  all point method  two point method
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