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桩的变形模量 deformation modulus of pile英语短句 例句大全

时间:2023-11-07 08:24:39

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桩的变形模量 deformation modulus of pile英语短句 例句大全

桩的变形模量,deformation modulus of pile

1)deformation modulus of pile桩的变形模量

1.In this paper, basic concept of compression modulus,deformation modulus of pile and composite modulus of composite foundation are reviewed.回顾了桩体压缩模量、桩的变形模量、复合模量的基本概念,介绍了计算复合模量的两种表达式,讨论了影响复合模量的相关因素。

2.Basic concept of compression modulus,deformation modulus of pile and composite modulus of composite foundation are reviewed.回顾了桩体压缩模量、桩的变形模量、复合模量的基本概念,介绍了计算复合模量的两种表达式,讨论了影响复合模量的相关因素,通过在不同桩型复合地基中的应用,对两种表达式的合理性及存在的问题进行了评述。

2)pile with variable modulus变模量桩

3)pile deformation桩的变形

1.Numerical analysis is performed to study the features of ground andpile deformations caused by tunneling in the vicinity.采用有限元数值模拟分析技术,研究因隧道开挖施工而引起周围土体及不同位置单桩的变形规律。

英文短句/例句

1.A Simplified Nonlinear Deformation Analysis of Lateral Loaded Piles水平荷载作用下桩的变形非线性简化分析

2.Theoretical Analysis of Soil Deformation Due to Piles Jacking;静力压桩引起桩周土体变形的理论分析

3.A Simplified Method to Analyze a Piled Raft Foundation with Consistent Deformation between Pile and Raft;考虑土—桩—筏协调变形的桩筏基础简化分析方法

4.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

5.Analysis of Bearing and Deforming Behavior of Pile Group under Lateral Load;水平荷载下群桩的受力变形特性分析

6.Analysis on deformation and vibration of seawall caused by pipe pile driving for construction of wind turbine foundation in Xiangshui Wind Farm响水风电场风机基础管桩沉桩引起的海堤变形及振动分析

7.Analysis of Nonlinear Deformation of Pile Groups under Horizontal Load by Pile Load Test由单桩载荷试验预测水平受荷群桩的非线性变形

8.Study on Deformation Characteristic of Large Spacing Deep Mixing Pile Composite Foundation;大桩距搅拌桩复合地基变形性状研究

9.Research on Large Ground Displacement Effects on Bridge Pile Foundation under Earthquake Liquefaction and Improvements Techniques;液化大变形条件下桥梁桩基的反应与对策研究

10.Research on Stress and Deformation of Uplift-Piles in Loess Ground;黄土地基中抗拔桩的受力与变形性状研究

11.The Deformation Properties of the Rigid Pile Composite Foundation Acted by the Horizontal Load;水平荷载作用下刚性桩复合地基的变形性状

12.Research on the Reliability of the Composite Pilefoundation s Bearing Capacity and Settlement Deformation Control;复合桩基承载力和沉降变形的可靠度研究

13.Research about Stress and Deformation of Tension Piles in Soft Ground;软土地基中抗拔桩的受力与变形性状研究

14.Test Research on Earth Pressure and Displacement of Row Pile Retaining and Protecting in Deep Foundation Pit Engineering;深基坑排桩支护土压力及变形的试验研究

15.Discussion on the influences of the thick weak soil s consolidation settlement which is under the bearing stratum on pile foundation desining;厚层软弱下卧层固结沉降对桩基础变形的影响

16.The Deformation Analysis of Stone Columns Composite Foundation Subjected to Earthquake地震作用下碎石桩复合地基的变形研究

17.Study on Bearing Deformation Behaviour of Oblique Piles under Vertical Load竖向荷载作用下斜桩的承载变形性状研究

18.Research on the Mechanical and Deformation Characteristics of Row Piles under Horizontal Loads水平荷载作用下排桩的受力和变形特性研究

相关短句/例句

pile with variable modulus变模量桩

3)pile deformation桩的变形

1.Numerical analysis is performed to study the features of ground andpile deformations caused by tunneling in the vicinity.采用有限元数值模拟分析技术,研究因隧道开挖施工而引起周围土体及不同位置单桩的变形规律。

4)Stab deformation of the piles桩体刺入变形量

5)deformation modulus变形模量

1.Using relationship between permeability and depth to determine thedeformation modulus of large-scale rock masses;用渗透性随深度变化规律确定大尺度岩体变形模量

2.An approach for estimatingdeformation modulus of subsoil based on porous medium theory;基于多孔介质理论的地基土变形模量估算方法

3.Size effects ondeformation modulus of rock;岩体变形模量的尺寸效应

6)modulus of deformation变形模量

1.Application of VJC-RMR method to determining rock massmodulus of deformation;VJC-RMR法在岩体变形模量确定中的应用

2.Back calculation ofmodulus of deformation and bearing capacity for foundation after dynamic consolidation;强夯后地基土变形模量与承载力的反演计算

3.Research on compression strength andmodulus of deformation of cemented soil水泥土抗压强度和变形模量试验研究

延伸阅读

岩石变形模量岩石变形模量deformation modulus of rockyanshlb一anx一ngl下旧1一ang岩石变形模里(deformation modulus of roek)指强度极限范围内的岩石应力应变之比。是岩石物理力学性质之一。在作反复加卸载试验时,岩石的总变形包括弹性变形和永久变形两个部分。岩石的变形模量ED为加在岩石上的应力与总变形之比,即J八 百「一— 一’£。十Cp式中氏为岩石所受的应力;‘为岩石的可恢复变形;哪为岩石的不可恢复变形。 (周昌达)

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