青藏铁路清水河地区路基下伏多年冻土地温变化特征研究   总被引：4，自引：2，他引：4  

李忠  汪琦  司剑峰 《工程地质学报》2006,14(1):90-95

基于埋设在青藏铁路清水河地区路基中两个断面内的共8个地温测试孔3年来的地温观测资料,研究了该地区铁路路基下伏高原多年冻土融化特征,分析了多年冻土上限的变化规律以及填筑铁路路基施工对下伏多年冻土赋存条件的影响。研究表明,由于受到填筑路基时赋存在路基填料内的热量的影响,铁路路基下伏多年冻土近地表的地温变化特征与天然地面下的多年冻土的地温变化特征有明显的不同,且向阳面与被阴面差别较大。多年冻土的上限在施工初期会有一个明显的下移沉降,随着时间的推移,虽然残存在路基中的热量逐渐消散,多年冻土上限下降会逐渐稳定。由于受到太阳辐射和路基边坡形状及融化夹层的影响,多年冻土上限会逐渐稳定,但不会在短时期内上升到天然地面下多年冻土的上限水平。  相似文献   

软弱土路基沉降变形控制研究     

冯震  王连俊  王娜  李巨文 《华东地质学院学报》2007,30(1):25-29

从理论分析着手,建立路基沉降变形控制系统模型。根据室内试验成果,对路基沉降进行数值分析。模拟不同参数对沉降的影响,研究不同工况中路基沉降的控制效果。地基弹性模量对沉降影响大,提高地基弹性模量,沉降将减小,并且减小的幅度很大;填料密度对沉降影响较大,降低填料密度,沉降将减小,并且减小的幅度很大;路基累积沉降量与路基本体高度之间存在近似线性正相关关系;路基累积沉降量与地基处理深度之间存在近似线性负相关关系。  相似文献   

Numerical analysis for random temperature fields of embankment in cold regions   总被引：1，自引：0，他引：1  

LIU ZhiQiang    LAI YuanMing  ZHANG MingYi & ZHANG XueFu State Key Laboratory of Frozen Soil Engineering  Cold  Arid Regions Environmental  Engineering Research Institute  Chi- nese Academy of Sciences  Lanzhou  China  School of Civil Engineering  Lanzhou Jiao Tong University  Lanzhou  China  Chongqing Jiao Tong University  Chongqing  China 《中国科学D辑(英文版)》2007,50(3):404-410

The stochastic finite element equations for random temperature are obtained using the first-order per-turbation technique taking into account the random thermal properties and boundary condition, based on heat transfer variational principle. The local average method for 2-D is used to discretize random fields. Then, the random temperature fields of embankment in cold regions are investigated on condi-tion that the thermal properties and boundary condition are taken as random fields, respectively, by using the program, which is written by the methods. The expected value of temperature field and the standard deviation of the temperature field of embankment in cold regions are obtained and analyzed.  相似文献   

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

L. A. Padrón  G. E. Mylonakis  D. E. Beskos 《国际地质力学数值与分析法杂志》2009,33(11):1439-1448

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.  相似文献   

Effects of frictional forces acting on sidewalls of buried box culverts     

Junsuk Kang  Frazier Parker  Young J. Kang  Chai H. Yoo 《国际地质力学数值与分析法杂志》2008,32(3):289-306

The effects of frictional forces acting on the sidewalls of buried box culverts are presented as determined with finite element method (FEM) and detailed soil modelling. The possibility of reducing earth pressure on deeply buried concrete box culverts by the imperfect trench installation (ITI) method has been contemplated during the last several decades. There have been limited research results published primarily regarding the qualitative aspect of load reduction in ITIs. It was found during the course of this study that significant frictional forces develop along the sidewalls of box culverts and adjacent sidefills in ITIs. Current American Association of State Highway and Transportation Officials provisions do not consider these frictional forces, but they cannot be neglected in ITIs, as their effect is dominant. An optimum geometry for the soft zone in ITIs is presented to maximize earth load reductions. The soil–structure interaction at the box culvert–soil interface was found to have a significant effect on total earth pressure acting on the bottom slab. Predictor equations for earth load reduction rates were formulated for ITIs incorporating the optimum soft zone geometry based on the FEM. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Investigation on Cutting Stability of Jacket in Decommissioning Process     

李美求  段梦兰  黄一 《海洋工程》2015,29(5):649-661

Jacket cutting operation is one of the most complicated and highest risk operations in the process of decommissioning offshore piled platform, the security and stability of which must be assured. In this paper, the current research on offshore structure removal and jacket cutting is introduced, on the basis of which the types of load along with the load calculation method are determined. The main influences on the stability of a jacket in cutting are analyzed. The experiment test plan is drawn by using orthogonal testing method, and the formula of critical load during the cutting procedure is deduced by differential evolution algorithm. To verify the method and results of this paper, an offshore piled platform to be decommissioned in the South China Sea is taken for an example, and the detailed schedule for jacket cutting is made with the three-dimensional finite element model of the jacket established. The natural frequency, stress, strain and stability of the jacket during cutting process are calculated, which indicates that the results of finite element analysis agree well with that of the deduced formula. The result provides the scientific reference for guaranteeing the safety of jacket in cutting operation.  相似文献   

Monitoring of small and medium embankment dams on permafrost in a changing climate     

Rudolf V. Zhang 《寒旱区科学》2014,6(4):0348-0355

Global climate warming which began in the second half of the twentieth century is continuing. It is associated with increased risks for ecological management, especially in permafrost areas comprising over 65% of Russia. Of special concern are dams constructed on permafrost. They are subject not only to climatic impacts, but also to additional hydrothermal loads from water reservoirs. This paper presents the concept of geocryological monitoring of dams and other water resource projects and substantiates its necessity in view of climatic change. It also presents methods, scope and implementation of geocryological monitoring at medium and small dams, considering the specific nature of Far Northern areas, as well as the complicated geotechnical, hydrogeological and permafrost conditions.  相似文献   

Medium and small embankment dams on permafrost: A discussion of current concepts     

Rudolf V. Zhang 《寒旱区科学》2014,6(4):0340-0347

This article discusses the current concepts of dam design and construction in permafrost regions. It is demonstrated that embankment dams often change their state from frozen to thawed and back during the operation period. It is shown that these transitions are not always attributable to observed climate warming. Where geotechnical, hydrogeological, and permafrost conditions are complicated, proper performance of embankment dams can only be provided by adhering to a selected thermal design for, as an example, a frozen state.  相似文献   

Effective block diagonal preconditioners for Biot's consolidation equations in piled‐raft foundations     

K. B. Chaudhary  K. K. Phoon  K. C. Toh 《国际地质力学数值与分析法杂志》2013,37(8):871-892

The finite element (FE) simulation of large‐scale soil–structure interaction problems (e.g. piled‐raft, tunnelling, and excavation) typically involves structural and geomaterials with significant differences in stiffness and permeability. The symmetric quasi‐minimal residual solver coupled with recently developed generalized Jacobi, modified symmetric successive over‐relaxation (MSSOR), or standard incomplete LU factorization (ILU) preconditioners can be ineffective for this class of problems. Inexact block diagonal preconditioners that are inexpensive approximations of the theoretical form are systematically evaluated for mitigating the coupled adverse effects because of such heterogeneous material properties (stiffness and permeability) and because of the percentage of the structural component in the system in piled‐raft foundations. Such mitigation led the proposed preconditioners to offer a significant saving in runtime (up to more than 10 times faster) in comparison with generalized Jacobi, modified symmetric successive over‐relaxation, and ILU preconditioners in simulating piled‐raft foundations. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Embankment deformation analyzed by elastoplastic damage model coupling consolidation theory     

Hong SUN Xihong ZHAO 《东北亚地学研究》2006,9(2):156-160

The deformation, of embankment has serious influences on neighboring structure and infrastructure. A trial embankment is reanalyzed by elastoplastic damage model coupling Blot＇ s consolidation theory. With the increase in time of loading, the damage accumulation becomes larger. Under the centre and toe of embankment, damage becomes serious. Under the centre of embankment, vertical damage values are bigger than horizontal ones. Under the toe of embankment, horizontal damage values are bigger than vertical ones.  相似文献