基于非达西渗流的软土一维非线性固结半解析解

在土中渗流遵循非达西渗流定律的前提下,考虑软土在固结过程中的非线性固结特性,根据饱和土体一维固结的连续条件,推导出基于非达西渗流的软土一维非线性固结控制方程。利用半解析方法对其进行求解,并与差分计算结果进行对比,验证半解析方法的可靠性。最后,着重分析非达西渗流与达西定律之间非线性固结性状的差别,以及不同自重应力分布方式对固结速率的影响。结果表明,考虑非达西渗流下的非线性固结速率比达西定律下要慢,且指数和临界水力坡降越大,非线性固结速率越慢。而且,作用的外荷载越小、地基土层越厚,非达西渗流下非线性固结速率的减慢愈明显。自重应力均匀分布下的非线性固结速率要比自重应力线性分布下慢,但随着荷载的增大、土层的变薄,两者之间的差别会越来越小。     

次固结沉降对压缩时间曲线的影响研究

提出了一种新的考虑次固结影响的一维固结方程,并用于计算粘土的压缩时间关系曲线。通过试验结果和计算分析验证了该方程的合理性。为了考察不同最大排水距离和加载时间间隔对固结过程的影响,对重塑正常固结粘土进行了一系列固结试验,研究了次固结对固结系数和压缩量的影响;将试验结果与解析方法的预测结果进行了比较。可为软土路基和填土路基的沉降问题提供设计参考。     

中国耕地转型与土地整理:研究进展与框架

土地利用转型研究是开展土地利用/覆被变化( LUCC) 综合研究的一条新途径。通过整合 社会和环境变化的时间尺度与历史背景, 开展中国耕地转型与土地整理方面研究, 属于IGBP 和 IHDP 联合发起的全球土地计划(GLP) 的重要研究内容。本文在综述土地变化科学( LCS) 的理论 与模型、土地利用转型、耕地变化与土地整理的研究进展基础上, 提出中国耕地转型与土地整理 的研究框架： 运用GIS 技术, 通过综合分析遥感解译的土地覆被数据及建国以来国土资源系统的 耕地面积变化数据, 探讨中国耕地变化的空间格局, 结合自然要素和社会经济要素分析耕地转型 的影响因子; 借鉴国外相关研究, 通过分析特定时期内中国耕地变化的影响因素及相应的管理政 策, 在了解中国耕地变化过程的基础上提出中国耕地转型的理论假设; 结合中国耕地的时空变化 模拟, 进而确定中国耕地变化的区域类型及其所处的转型阶段, 并以此作为指导我国耕地保护的 重要举措———土地整理的理论基础和科学依据。     

双层散体材料桩复合地基固结理论

研究了考虑涂抹效应和应力集中效应的双层散体材料桩复合地基固结解析解及其工程应用,分不同情况讨论了特征根的可能变化规律,也讨论了解析解转化为双层竖井地基以及双层天然地基的普遍适用性。研究发现,固结速率随井径比的减小、水平向渗透系数比的增大和桩体刚度的增大而增加;底面排水条件对双层散体材料桩复合地基的固结影响,在井径比不是很大的情况下影响不大;是否考虑应力集中效应对计算结果影响较大。     

土地开发整理项日管理信息系统建设

本文首先分析了我国土地开发整理的地位和现状,回顾了“十五”期间我国在土地开发整理方面做出的巨大的成绩,展望了“十一五”期间我国在土地整理工作上的投入力度和方向。在此基础上,对我国土地整理工作所采用的技术手段进行了分析,提出了实施土地开发整理工作的信息化是解决目前存在问题的有效措施,为了保证国家每年投资数十亿资金的土地开发整理项目从审查到实施各个环节的科学性和规范性,迫切要求充分利用计算机技术、网络通信技术和3S技术等先进手段加强项目的全程管理。接着,对“国家投资土地开发整理项目管理信息系统”从功能角度进行了详细的阐述,将系统划分为若干个子系统进行开发,并对一些子系统的功能进行了阐述。最后介绍了系统的应用情况。     

海积软土固结变形的结构性模型研究

土结构性模型是 2 1世纪土力学学科的核心问题。基于海积软土一维固结蠕变的宏观力学性状与微观结构定量分析相结合的方法 ,提出了软土在外荷作用下微观结构的演变模式 ,由此建议了一个含结构参数的固结变形本构关系。用试验资料和工程实例进行了初步验证 ,表明所建模型可以预测多级加载条件下海积软土的变形规律。     

Importance of footing–soil separation on dynamic stiffness of piled embedded footings

Different phenomena such as soil consolidation, erosion, and scour beneath an embedded footing supported on piles may lead to loss of contact between soil and the pile cap underside. The importance of this separation on the dynamic stiffness and damping of the foundation is assessed in this work. To this end, a numerical parametric analysis in the frequency domain is performed using a rigorous three‐dimensional elastodynamic boundary element–finite element coupling scheme. Dimensionless plots relating dynamic stiffness functions computed with and without separation effects are presented for different pile–soil configurations. Vertical, horizontal and rocking modes of oscillation are analyzed for a wide range of dimensionless frequencies. It is shown that the importance of separation is negligible for frequencies below those for which dynamic pile group effects start to become apparent. Redistribution of stiffness contributions between piles and footing is also addressed. Copyright © 2009 John Wiley & Sons, Ltd.     

软弱基座基坑与复合土钉

阐述了软弱基座基坑的一般特性,对软弱基座基坑容易出现的变形失稳问题进行了分析研究,从控制软弱基座基坑变形的关键所在着手,提出了复合土钉在软弱基座基坑支护中的应用问题,并列举了采用复合土钉进行软弱基座基坑支护的工程实例,说明只要控制好设计施工的关键环节,复合土钉是能够在软弱基座基坑的支护中取得成功的。     

Experimental study on pore water pressure dissipation of mucky soil

Pore water pressure has an important influence on mechanical properties of soil. The authors studied the characteristics of pore water pressure dissipating of mucky soil under consolidated-drained condition by using refitted triaxial instrument and analyzed the variation of pore pressure coefficient with consolidation pressure. The results show that the dissipating of pore water pressure behaves in different ways depends on different styles of loading. What is more, the pore water pressure coefficient of mucky soil is less than 1. As the compactness of soil increases and moisture content reduces, the value of B reduces. There is a staggered dissipating in the process of consolidation, in which it is a mutate point when U/P is 80%. It is helpful to establish the pore water pressure model and study the strength-deformation of soil in process of consolidation.     

Simplified discrete systems for dynamic analysis of structures on footings and piles

A simplified discrete system in the form of a simple oscillator is developed to simulate the dynamic behavior of a structure founded through footings or piles on compliant ground, under harmonic excitation. Exact analytical expressions for the fundamental natural period and the corresponding damping coefficients of the above system are derived, as function of geometry and the frequency-dependent foundation impedances. In an effort to quantify the coupling between swaying and rocking oscillations in embedded foundations such as piles, the reference system is translated from the footing–soil interface to the depth where the resultant soil reaction is applied, to ensure a diagonal impedance matrix. The resulting eccentricity is a measure of the coupling effect between the two oscillation modes. The amounts of radiation damping generated from a single pile and a surface footing are evaluated. In order to compare the damping of a structure on a surface footing and a pile, the notion of static and geometric equivalence is introduced. It is shown that a pile may generate significantly higher radiation damping than an equivalent footing, thus acting as an elementary protective system against seismic action.