西安地区单桩桩土相互作用数值模拟分析

随着计算机技术和数值方法的不断发展和完善,使有限元法得到越来越多的应用。根据西安地区原型摩擦桩的地层特点和土性条件,运用有限元基础理论,利用相应的边界条件与假设条件,建立单桩数学模型。通过模型研究了单桩的沉降特性与土共同作用的影响因素,对西安地区单桩桩土相互作用机理进行了探讨。     

A STUDY ON A NEW MECHANICAL MODEL FOR FOUNDATIONS AND ITS ELASTIC SETTLEMENT RESPONSE

In the present paper, a new foundation model has been proposed by introducing a stretched rough elastic membrane in the Pasternak shear layer sandwiched between two spring layers which is an extension of Kerr model. Considering the equilibrium of different elements, the equations governing the elastic settlement response of the model are derived. Finite difference scheme has been employed to solve the governing equations. The parametric studies carried out show the effect of several parameters on the elastic settlement response of the model. The proposed model is well suited for idealizing the behavior of geosynthetic-reinforced granular fill—soft soil system besides other applications.     

浅谈恒河三角洲孟加拉地区软土地基工程特性

恒河三角洲位于南亚孟加拉地区,包括孟加拉国和印度西孟加拉邦,河流注入孟加拉湾。这是世界上最大的一个三角洲,也是世界上最肥沃的区域之一。该地区软土分布较广,厚度较大,土质疏松软弱。软土地基易产生较大的沉降或不均匀沉降,影响工程建筑物的安全。本文主要以孟加拉国达舍尔甘地污水处理厂项目为依托,并结合附近几个项目,对恒河三角洲地区软土地基工程特性进行研究和归纳。     

搅拌桩复合地基平面模拟的简化方法探讨

水泥土搅拌桩(DMM)在高速公路工程中得到广泛应用,人们也希望能对该复合地基在路堤荷载下的地基的变形深入了解,其数值分析是一种重要的方法。但是,采用三维有限元进行数值模拟在高速公路工程中容易造成数组过大,计算时间并且收敛性比较差,因此把三维问题简化为二维问题是众望所归。在把三维问题简化二维平面问题简化计算时,最重要的是参数的折减。基于水泥土搅拌桩复合地基的特性,结合理论分析提出了一种参数折减的方法。并依据连盐高速公路实测的数据验证了该参数简化方法的可行性。     

Axial kinematic response of end‐bearing piles to P waves

Kinematic pile–soil interaction under vertically impinging seismic P waves is revisited through a novel continuum elastodynamic solution of the Tajimi type. The proposed model simulates the steady‐state kinematic response of a cylindrical end‐bearing pile embedded in a homogeneous viscoelastic soil stratum over a rigid base, subjected to vertically propagating harmonic compressional waves. Closed‐form solutions are obtained for the following: (i) the displacement field in the soil and along the pile; (ii) the kinematic Winkler moduli (i.e., distributed springs and dashpots) along the pile; (iii) equivalent, depth‐independent, Winkler moduli to match the motion at the pile head. The solution for displacements is expressed in terms of dimensionless transfer functions relating the motion of the pile head to the free‐field surface motion and the rock motion. It is shown that (i) a pile foundation may significantly alter (possibly amplify) the vertical seismic excitation transmitted to the base of a structure and (ii) Winkler moduli pertaining to kinematic loading differ from those for inertial loading. Simple approximate expressions for kinematic Winkler moduli are derived for use in applications. Copyright © 2013 John Wiley & Sons, Ltd.     

Adsorption of Heavy Metal Ions, Dyes and Proteins by Chitosan Composites and Derivatives- A Review

Chitosan composites and derivatives have gained wide attentions as effective biosorbents due to their low costs and high contents of amino and hydroxyl functional groups. They have showed significant potentials of removing metal ions, dyes and pro- teins from various media. Chemical modifications that lead to the formation of the chitosan derivatives and chitosan composites have been extensively studied and widely reported in literatures. The aims of this review were to summarize the important information of the bioactivities of chitosan, highlight the various preparation methods of chitosan-based active biosorbents, and outline its potential applications in the adsorption of heavy metal ions, dyes and proteins from wastewater and aqueous solutions.     

GIS-based flood hazard mapping at different administrative scales: A case study in Gangetic West Bengal, India

This paper addresses the need for an efficient and cost-effective methodology for preparing flood hazard maps in data poor countries, particularly those under a monsoon regime where floods pose a recurrent danger. Taking Gangetic West Bengal, India, as an example and using available historical data from government agencies, the study compiled a regional map indicating hazard prone subregional areas for further detailed investigation, thereby isolating actual high risk localities. Using a GIS (Geographical Information System), a composite hazard index was devised incorporating variables of flood frequency, population density, transportation networks, access to potable water, and availability of high ground and maximum risk zones were mapped accordingly. A digital elevation model derived from high resolution imagery available in the public domain was used to calculate elevated areas suitable for temporary shelter during a flood. Selecting administrative units of analysis at the lowest possible scales – rural development blocks (regional) and revenue villages (subregional) – also ensures that hazard mapping is prepared in line with the existing rural planning and administrative authorities responsible for remedial intervention.     

振冲密实桩加固软地基的应用

文章总结了振冲密实桩的施工方法和质量控制要点,指出振冲密实桩加固沙土软地基可以提高地基土强度,消除液化,降低生产成本.     

京津冀城市群协同发展的理论基础与规律性分析

推动京津冀城市群协同发展既是一项国家重大战略,又是一个复杂的长期博弈过程,需要遵循科学理论,尊重科学规律,推动京津冀城市群实现共同繁荣昌盛、共享蓝天白云、共担发展风险、共建世界都会的战略目标。本文从理论上提出了京津冀城市群协同发展的科学理论基础与科学规律。认为推进京津冀城市群协同发展应以协同论、博弈论、耗散结构理论和突变论作为科学理论基础,其中协同论为核心理论。京津冀城市群的协同发展过程是一个博弈、协同、突变、再博弈、再协同、再突变的非线性螺旋式上升过程,每一次博弈—协同—突变过程,都将城市群的协同发展推向更高级协同阶段,并呈现出阶段性规律。具体包括协助阶段、协作阶段、协调阶段、协合阶段、协同阶段、协振阶段、一体化阶段和同城化阶段共8大阶段。进一步分析认为,京津冀城市群协同发展的真正内涵是推动城市群实现规划协同、交通协同、产业协同、城乡协同、市场协同、科技协同、金融协同、信息协同、生态协同和环境协同,建设协同发展共同体。本文成果旨在为京津冀协同发展提供科学基础和理论依据。     

The appraisal of seven economic zones in China

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