刚性地基,rigid foundation
1)rigid foundation刚性地基
1.An integral equation method is presented in this paper for the nonlinear analysis of beams on arigid foundation.提出了刚性地基梁非线性分析的积分方程法。
2.Silo model placed onrigid foundation or on elastic foundation are used for examining the static performance of the silo structure.设计制作了有机玻璃筒仓模型 ,在空仓及装填了散料 (大米 )的满仓两种情况下 ,将筒仓分别置于刚性地基和用海绵橡胶垫模拟的弹性地基上 ,实测料仓仓壁及支承筒的静力应变值 ,并与有限元计算结果进行了比较 ,两者能够较好地吻合 ,证明实验是可靠的 ,所用的力学计算模式及模型分析的简化是正确
2)rigid foundation刚性基础;刚性地基
3)composite foundation with rigid piles刚性桩复合地基
1.Further study on calculation of the designed thickness of cushions incomposite foundation with rigid piles;刚性桩复合地基褥垫层设计厚度计算探讨
2.Settlement analysis ofcomposite foundation with rigid piles under flexible ground;柔性基础下刚性桩复合地基沉降分析
3.Experimental study to reduce differential settlements of raft ofcomposite foundation with rigid piles;基于减小筏板差异沉降的刚性桩复合地基试验研究
英文短句/例句
1.Variable Rigidity Design Method of Rigid Pile Composite Foundation;刚性桩复合地基空间变刚度调平设计
2.The Mechanics Property of Rigid Pile Composite Foundation in Roadbed;路基刚性桩复合地基的力学性状分析
3.Research on Stress Distribution in Composite Ground Improved with Rigid Piles under Flexible Foundation;柔性基础下刚性桩复合地基桩土应力分布研究
4.Nonlinear Finite Element Analysis of Rigid Pile Composite Foundation;刚性桩复合地基的非线性有限元分析
5.Study on Working Performance and Settlement of Rigid Pile Composite Foundation;刚性桩复合地基工作性能及沉降分析
6.Application of Huge Oilcan Rigid Pile Composite Foundation大型油罐刚性桩复合地基的应用实践
7.Analysis on the Effect of Pile-soil in Rigid Pile Composite Ground;刚性桩复合地基桩土协同效应的分析研究
8.Contrast research of bearing characteristic for composite foundation with tapered piles and cylindrical piles楔形刚性桩复合地基中桩的最佳楔角范围研究
9.Application of Rigid Pile Composite Foundations Under Complicated Geologic Condition复杂地质条件下的刚性桩复合地基应用
10.Study on mechanics behavior of composite ground improved by rigid piles under flexible foundation柔性基础下刚性桩复合地基的力学性状研究
11.Calculation of Pile-soil Stress Ratio of Rigid Pile Composite Foundation with Consideration of Piles upward Puncture Deformation考虑桩顶刺入变形的刚性桩复合地基桩土应力比计算
12.Analysis of Stress Ratio between Pile and Soil in Composite Foundation of Rigid and Capped Piles under Embankment Loads路堤荷载下带桩帽刚性桩复合地基桩土应力比分析
13.Method for calculating rational thickness of cushion in rigid pile composite ground刚性桩复合地基垫层合理厚度确定方法
14.Experimental research on pile-soil stress ratio of long-short-pile composite ground with rigid pile刚性长短桩复合地基桩土应力比试验
15.Non-linear Numerical Simulation on Comosite Foundationof Rigid-flexible Compound Piles刚柔组合桩复合地基非线性数值分析
16.Study on Engineering Properties of Composite Foundation of Rigid-Flexible and Long-Short Piles;刚柔性长短桩复合地基工程性状分析
17.Nonlinear Fem Analysis of Rigid-Soft-Pile Composite Foundation刚柔性桩复合地基非线性有限元分析
18.Optimization Design of Composite Foundation of Rigid-long-pile & Flexible-short-pile;刚性长桩与柔性短桩复合地基优化设计
相关短句/例句
rigid foundation刚性基础;刚性地基
3)composite foundation with rigid piles刚性桩复合地基
1.Further study on calculation of the designed thickness of cushions incomposite foundation with rigid piles;刚性桩复合地基褥垫层设计厚度计算探讨
2.Settlement analysis ofcomposite foundation with rigid piles under flexible ground;柔性基础下刚性桩复合地基沉降分析
3.Experimental study to reduce differential settlements of raft ofcomposite foundation with rigid piles;基于减小筏板差异沉降的刚性桩复合地基试验研究
4)rigid-pile composite foundation刚性桩复合地基
1.The working mechanism ofrigid-pile composite foundation was discussed and the working performance of rigid-piles and surrounding soil in the loading process was analyzed.在对刚性桩复合地基的工作机理及受荷过程中刚性桩与桩间土的受力特性进行分析探讨的基础上,引入Mylonakis & Gazetas模型模拟桩与桩及桩与土之间的相互作用,充分考虑桩侧土体的非线性特性,假定桩侧土剪应力与剪应变的弹塑性关系,应用剪切位移法分别导出弹性阶段及弹塑性阶段的桩顶荷载与桩顶位移的显式关系式。
2.Therigid-pile composite foundation is a foundation composed of higher rigid concrete pile or CFG pile.刚性桩复合地基是采用刚度较大的混凝土桩或高标号CFG桩作为竖向增强体的复合地基,在其桩顶与基底之间铺设一定厚度的褥垫层,用以调节桩-土之间的荷载分配。
3.Based on undisturbed soil tangent modulus method,a new practical settlement calculation method forrigid-pile composite foundation is proposed.基于原状土切线模量法,对刚性桩复合地基的沉降计算提出一种新的沉降计算方法。
5)rigid pile composite ground刚性桩复合地基
1.Method for calculating rational thickness of cushion inrigid pile composite ground刚性桩复合地基垫层合理厚度确定方法
2.In this paper, the bearing capacity ofrigid pile composite ground under vertical loads and the law of variation of pile-soil bearing ratio among pile-soil interaction are calculated and analyzed on the basis of discrete element method of the deformable body model, which describes the bearing mechanism of pile-soil interaction ofrigid pile composite ground.采用可变形体模型的离散元方法,对刚性桩复合地基的竖向承载能力以及桩土共同作用过程中桩、土承担荷载比例的变化规律进行了计算分析。
3.Then the condition for formation ofrigid pile composite ground and the design method for different pile spacings of composite pile foundation is discussed.提出当桩为摩擦桩或端承摩擦桩时,刚性桩复合地基不设褥垫层比设垫层更经济、安全。
6)embankment supported by rigid piles刚性桩加固地基
延伸阅读
采用刚性滑道密封的铅精矿烧结机(株洲冶炼厂)采用刚性滑道密封的铅精矿烧结机(株洲冶炼厂)采用刚性滑道密封的铅精矿烧结机(株洲冶炼厂)
