排水抗剪强度的英文

• drained shearing strength

• "排水"英文翻译    drain off water; drain away ...
• "抗剪强度"英文翻译    shear strength; shearing str ...
• "抗剪强度不排水抗剪强度" 英文翻译 :    undrained shear strength
• "不排水抗剪强度" 英文翻译 :    undrained shear strength
• "重塑不排水抗剪强度" 英文翻译 :    remoulded undrained shear strength
• "抗剪强度抗剪强度" 英文翻译 :    shear strength
• "动抗剪强度" 英文翻译 :    dynamic shear strength
• "抗剪强度" 英文翻译 :    resistance to shearing; shear stiffness; shear strength; shearing resistance; shearing strength; shearingstrength; strength of shearing; unit shear resistance
• "抗剪强度角" 英文翻译 :    angle of shearing resistance
• "似抗剪强度" 英文翻译 :    apparent shear-strength
• "抗剪强度抗剪强度参数" 英文翻译 :    shear strength parameter
• "抗剪强度十字板抗剪强度" 英文翻译 :    vane strength
• "表观抗剪强度" 英文翻译 :    apparent shear-strength; apparent shearing strength
• "残余抗剪强度" 英文翻译 :    residual shear strength
• "层间抗剪强度" 英文翻译 :    interlaminar shear strength
• "初始抗剪强度" 英文翻译 :    initial shear strength
• "峰值抗剪强度" 英文翻译 :    peak shear strength
• "固有抗剪强度" 英文翻译 :    inherent shear strength
• "横纹抗剪强度" 英文翻译 :    shear strength perpendicular to grain
• "基底抗剪强度" 英文翻译 :    base shearing resistance
• "极限抗剪强度" 英文翻译 :    ultimate shear strength; ultimate shearing stre gth; ultimate shearing strength
• "抗剪强度包线" 英文翻译 :    shear strength envelope
• "抗剪强度参数" 英文翻译 :    shear strength parameter
• "抗剪强度试验" 英文翻译 :    shear strength test
• "内禀抗剪强度" 英文翻译 :    intri ic shear strength; intrinsic shear strength

• Undrained shear strength
  不排水抗剪强度
• When earth pressures are calculated by the shear strength parameters of cu , the way water - soil calculating separately is best , which should involve the influences of excess pore water pressure through the total stress unloading strength parameters of cu
  当采用固结不排水抗剪强度指标计算土压力时，最好采用水土分算的计算方法，计算时可以通过三轴固结不排水总应力强度指标将超静孔隙水压力的影响考虑在其中，但此时最好采用卸载强度指标。
• Based on the available rule of variation in undrained shear strength during excavation , and the basic idea of the merchant model , this paper presents a constitutive relationship for saturated cohesive soils , capable of taking into account both stress path and time - dependent effect . it ' s named by the author as modified merchant model
  本文根据前人基坑开挖前后土的不排水抗剪强度变化规律的研究结果，并结合merchant模型的思想，提出了能同时考虑开挖应力路径和应力应变随时间变化的饱和粘土应力应变关系，亦可称之为修正merchant模型。
• The research involves two problems how to estimate the water and earth pressures on the supporting structure around a foundation pit and choose the strength parameters . the paper analyses the shear strength parameters for the unconsolidated - undrained triaxial test and the consolidated - undrained triaxial test in layered soil
  课题从室内三轴试验着手，通过大量的试验对不同深度下各层土体的不固结不排水抗剪强度指标和固结不排水抗剪强度指标进行了比较和分析。