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- Influences of Foundation Deformation Modulus to Stress Distribution of Roller Compacted Concrete Arch Dam 地基变形模量对碾压混凝土拱坝应力分布的影响
- foundation deformation modulus 地基变形模量
- Deformation modulus for dam foundation rock must be de termined reasonably when stress in dam is analyzed with arch and cantilever tria l load method . 在拱梁分载法坝体应力分析时，需要合理确定坝基岩体的变形模量值。
- Abstract： Deformation modulus for dam foundation rock must be de termined reasonably when stress in dam is analyzed with arch and cantilever tria l load method . 摘 要： 在拱梁分载法坝体应力分析时，需要合理确定坝基岩体的变形模量值。
- With concrete dam ageing, the change takes place in it's deformation modulus. 随着坝龄的增长,混凝土大坝的变形模量将发生变化。
- The shortcomings in substituting deformation modulus by unloading modulus in the damage calculation are analyzed. 分析了以往用卸载刚度代替变形模量所带来的问题.
- Through analysis,it is known that main factors to control deformation modulus of no-clay weak interbed are its material composition and geological environment (geostress). 分析表明，控制无泥型软弱层带变形模量的主要因素是其粒度成分和所赋存的地质环境条件。
- Through analysis,it is known that main factors to control deformation modulus of no clay weak interbed are its material composition and geological environment (geostress). 分析表明,控制无泥型软弱层带变形模量的主要因素是其粒度成分和所赋存的地质环境条件。
- The effects of caisson foundation deformation on wind-induced buffeting response at twin-cantilever construction stage of cable-stayed bridge are studied in this paper. 探讨了地基变形对桥塔沉井基础位于土层之中的斜拉桥施工双悬臂结构风致抖振反应的影响。
- Numerical simulation of foundation deformation under asymmetrical loading with the finite element method was performed by use of the Cam-Clay model and the Ohta-Sekiguchi model. 摘要用剑桥模型和关口太田模型对偏载作用下的地基变形进行了有限元数值模拟，并结合真三轴试验成果比较分析了这2种模型柔度矩阵的特点。
- The early hydrating characteristics,stress development,the deformation modulus and creep of concrete were investigated using the uniaxial restrained and adjusted temperature-stress testing machine. 约束可调式单轴温度-应力试验机作为一种研究混凝土早期的水化特性、应力发展、变形模量以及徐变等特性的设备。
- The wide disparities in the horizontal and vertical direction of columnar jointed basalt's deformation modulus at Baihetan are determined by the structural surface and stress condition. 柱状节理玄武岩水平向变形模量明显大于铅直向变形模量，是由结构面发育特征和岩体应力状态决定的；
- Abstract ： Through analysis,it is known that main factors to control deformation modulus of no-clay weak interbed are its material composition and geological environment (geostress). 摘要： 分析表明，控制无泥型软弱层带变形模量的主要因素是其粒度成分和所赋存的地质环境条件。
- integrated deformation modulus of dam base 坝基综合变形模量
- deformation modulus of rock mass 岩体变形模量
- surrounding rock deformation modulus 围岩变形模量
- A New Design Concept of Composite Foundation Deformation Control 复合地基变形控制设计新思想
- Effect on Foundation Deformation by Soil Cave in Karst Ground 喀斯特地基中土洞对地基变形的影响
- Examination on dam foundation deformation seepage of Bengang Nanfen 本钢南芬拦水坝坝基渗透变形勘察
- STUDY ON DEFORMATION MODULUS OF ROCK MASS IN WORKING STRESS STATE 工作应力状态下岩体变形模量的研究
