不均匀地基

  • 网络uneven foundation
不均匀地基不均匀地基
  1. 对某建筑于不均匀地基之上的框架结构填充墙开裂原因进行了分析,确定了建筑物框架结构的安全性,并针对性地采取了合理的处理措施,取得较好的效果。

    Through cause analysis for filler wall body cracking of a series of uneven foundation frame structure , the safety of building frame structure was determined , reasonable treatment measures were taken pertinently and good result was obtained .

  2. 通过对百色水利枢纽消力池的三维整体有限元计算,分析了不均匀地基上消力池的沉降与应力特征。

    By integrity three-dimensional finite element calculation , settlement and stress is analyzed for the stilling pool on uneven foundation .

  3. 用CFG桩复合地基处理不均匀地基的差异沉降地基土的随机地震反应的一个解法

    Application of CFG Pile Compound Ground Base in Non Homogeneous Soil Improvement A procedure for solving stochastic seismic response of nonhomogeneous soil deposits

  4. 不均匀地基沉降引起的给水管道爆裂

    Burst in Water-supply Pipeline Due to Uneven Subsidence of Foundation

  5. 山区不均匀地基应尽量采用柔性基础和较宽的基础尺寸;

    Spread foundation should be used in mountain uneven ground .

  6. 树根桩处理不均匀地基施工技术

    Constructional technique of treating uneven ground by using butt piles

  7. 灰土垫层与灰土桩联合处理不均匀地基

    Non - Homogeneous Soil Treatment With Combined Soil - Lime and Lime Piles

  8. 陡坡上方不均匀地基建筑事故及其处理

    The dealing with an accident of a building on non-homogeneous foundation in steep slope

  9. 不均匀地基应力集中与地基计算

    Stress Concentration and Foundation Calculation of Uneven Foundation

  10. 不均匀地基上基础工程的优化处理措施

    Optimal Treatment of Foundation with Uneven Conditions

  11. 山区浅层不均匀地基处理

    Unevened Foundation Treatment in Mountain Area

  12. 不均匀地基上的基础设计

    Foundation design on uneven ground

  13. 广西右江百色水利枢纽工程的消力池是建筑在不均匀地基上的一个典型例子。

    The stilling basin in Baise hydraulic project is a typical case which is built on non-homogeneous foundation .

  14. 不均匀地基上消力池的变形与应力分析

    Settlement and Stress Analysis of Stilling Basin on Non-homogeneous Foundation ; Numerical simulation of mixer power consumptions in different ponds

  15. 根据工程实践与理论计算,分析了埋地给水压力管道由于不均匀地基沉降引起的爆裂破坏过程。

    By engineering Practice & theoretical Calculation , this Paper analyses the destructive process of bursting in subterranean water-supply Pipeline due to uneven subsidence of foundation .

  16. 浮山新区不均匀地基处理研究6、风化岩石地基的变形是客观存在和可以估算的:7、实施沉降观测是控制检测不均匀地基变形有效手段;

    The deformation of weathering rock is external existing and can be estimated . 7 . Settlement observation is the effective method to control the deformation of uneven ground .

  17. 本文从浮山新区不均匀地基处理的实践入手,归纳了该区共六类不均匀地基的处理模式,分别是:1、人工填土强夯地基;

    Starting with the practice of uneven ground treatment in Fushan new living area , six methods of composite subgrade are concluded in this paper : 1 . Artificial backfill by dynamic consolidated ;

  18. 本次研究的意义在于总结浮山新区地基处理的成功经验,指导类似地区地基处理的设计、施工与检测、监测,为山区不均匀地基的处理进行有益的探索。

    The meaning of this study is to conclude the successful practices of ground treatment in Fushan new living area , and to guard the designing , construction and testing of ground treatment in similar area .

  19. 求解板上选点的挠度和有关参数,进而求得板和肋梁的内力.本方法适于任意形状、多种边界条件以及不均匀地基上的加肋板。

    The deflections of plate and some parameters are calculated , and then the internal forces of plate and beams can be obtained . The method is suitable for stiffened plates in arbitrary shapes with boundary conditions and on nonhomogeneous foundation .

  20. 某工程不均匀山区地基处理技术

    Treat ment Technology of Asymmetrical Foundation of Mountain Ground in a Project

  21. 在不均匀性地基土上选用该类地层作为钻孔灌注桩持力层时,它的存在将对桩长、单桩承载力、桩体沉降等带来不同程度的影响。

    They will effect on pile 's length , bearing strength , settlement and so on in some degree when you select boring pile foundations on uneven soil layers .

  22. 在我国,近年来建设的一批高土石坝,大都建在深厚不均匀覆盖层地基上,如冶勒水电站沥青混凝土心墙坝,其覆盖层最大深度大约420m。

    In recent years , some asphalt concrete core rockfill dams are built on non-uniform thick overburden cover , such as Yele Hydropower Station , the depth of overburden cover is about 420m .

  23. 考虑不均匀地层及地基处理的地基刚度建模方法

    Foundation Stiffness Model Concerning Uneven Ground Layers and Ground Treatment

  24. 介绍了一个采用塑料排水板超载预压处理不均匀软土地基的工程实例,对地面沉降、深层土体位移、孔隙水压力的变化进行监测和分析。

    The treatment and effectiveness by use of prefabricated drains method to dissipate the excess pore pressure by pile driving are also introduced under the condition without external loads .

  25. 水泥搅拌桩在处理不均匀场地上软弱地基的应用

    Application of concrete mix peg in dealing with the soft groundwork of asymmetry

  26. 振冲碎石桩法加固严重不均匀土岩组合地基工程实践

    Practice of Using Vibro-replacement Stone Column for Improving Uneven Ground Base Composed of Soil and Weathered Rock Stratum

  27. 这种方法不仅能有效减少填土欠固结所引起的绝对沉降和不均匀沉降,提高地基承载力;

    Dynamic consolidation not only can improve the ground bearing by decreasing the absolute subsidence and inhomogeneous subsidence from not fully consolidated filling , but also can save its construction cost and time .

  28. 基础下采用土工格栅加筋砂石垫层,可使基础荷载通过垫层产生应力扩散,均化地基应力,减少不均匀沉降,约束地基的侧向变形,提高地基承载力和稳定性。

    Underneath the foundation there are geogrid reinforced under layer which can spread foundation load through under layer , homogenize ground stress , decrease unequal settlement , restrain lateral deformation of ground , increase ground bearing capacity and stability .