砂井处理超软地基的固结计算
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摘要
基于大变形固结理论,考虑竖向和水平径向同时渗透的实际情况,推导建立了砂井处理超软地基的固结控制方程,选用交替方向隐式差分法,对控制方程进行有限差分求解编程。在特定条件下,依据Carrillo定理,将控制方程分解为竖向和水平径向的一维固结方程,采用迎风格式的显式差分法,分别对两个方程进行了数值求解编程。
采用GDS固结仪,对深圳湾海相沉积淤泥土样进行固结渗透交叉试验,研究其渗透、压缩和固结参数的变化规律,提出了砂井处理超软地基的固结计算参数的测定方法。
对分别服从幂函数或半对数函数关系的美国磷酸盐尾矿污泥、深港西部通道口岸区海相淤泥两个固结实例进行对比计算,验证本文计算方法及程序的正确性和适用性。
采用砂井处理超软地基的预压固结法是地基处理常用措施,本文将大变形固结理论引入砂井处理超软地基的固结计算,对该类地基的固结预测估算方法进行了一次有意义的探索。
Based on the large strain theory of consolidation, considering the actual situation of the vertical and horizontal radial permeation at the same time, the governing equation of consolidation of Super-Soft Ground with Vertiacl Drains(SSGVD) was developed. The alternating direction implicit method of finite difference method was being adopted to solve the governing equation, and the calculating program is prepared. Under certain conditions, according to Carrillo's theory, consolidation of SSGVD might be decomposed into vertical and horizontal radial consolidation respectively, and the explicit difference method of the upwind scheme was be adopted to solve the two equations, and the calculating programs are prepared too.
The advanced instrument of GDS consolidation system, was used to carry out the test of consolidation and permeability on the ShenZhen marine clay, the development gularity of the permeability parameter、compression parameter and the consolidation parameter were studied. The article puts forward the proposal method of determining the parameters of large strain consolidation of SSGVD.
The two cases, the waste ponds of U.S.A. Florida phosphate industry and the port of Shenzhen-Hongkong Western Corridor, in which the permeability and compressibility of the soil is subject to the power function or the semi-logarithmic function respectively, are calculated and forecasted by the above methods and the programs. The analytic result demonstrates the correctness and applicability of the proposed method of calculation and the programs.
The method of preloading consolidation with vertical drains is the conventional measure for strengthening the super soft ground currently. The large strain consolidation theory was brought into SSGVD, this paper provides a significant attempt on the project.
采用GDS固结仪,对深圳湾海相沉积淤泥土样进行固结渗透交叉试验,研究其渗透、压缩和固结参数的变化规律,提出了砂井处理超软地基的固结计算参数的测定方法。
对分别服从幂函数或半对数函数关系的美国磷酸盐尾矿污泥、深港西部通道口岸区海相淤泥两个固结实例进行对比计算,验证本文计算方法及程序的正确性和适用性。
采用砂井处理超软地基的预压固结法是地基处理常用措施,本文将大变形固结理论引入砂井处理超软地基的固结计算,对该类地基的固结预测估算方法进行了一次有意义的探索。
Based on the large strain theory of consolidation, considering the actual situation of the vertical and horizontal radial permeation at the same time, the governing equation of consolidation of Super-Soft Ground with Vertiacl Drains(SSGVD) was developed. The alternating direction implicit method of finite difference method was being adopted to solve the governing equation, and the calculating program is prepared. Under certain conditions, according to Carrillo's theory, consolidation of SSGVD might be decomposed into vertical and horizontal radial consolidation respectively, and the explicit difference method of the upwind scheme was be adopted to solve the two equations, and the calculating programs are prepared too.
The advanced instrument of GDS consolidation system, was used to carry out the test of consolidation and permeability on the ShenZhen marine clay, the development gularity of the permeability parameter、compression parameter and the consolidation parameter were studied. The article puts forward the proposal method of determining the parameters of large strain consolidation of SSGVD.
The two cases, the waste ponds of U.S.A. Florida phosphate industry and the port of Shenzhen-Hongkong Western Corridor, in which the permeability and compressibility of the soil is subject to the power function or the semi-logarithmic function respectively, are calculated and forecasted by the above methods and the programs. The analytic result demonstrates the correctness and applicability of the proposed method of calculation and the programs.
The method of preloading consolidation with vertical drains is the conventional measure for strengthening the super soft ground currently. The large strain consolidation theory was brought into SSGVD, this paper provides a significant attempt on the project.
引文
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