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固结快剪
相关语句
  consolidated quick shear
    Some conclusions are obtained: consolidated quick shear test is appropriate for excavation completion stage, and triaxial consolidated undrained test is for short-term excavation.
    分析结果表明:采用固结快剪强度指标的分析结果与基坑工程刚开挖完时的实测值相近:采用三轴固结不排水强度指标的分析结果与基坑暴露时间较短时(24天左右)的实测值相近。
短句来源
  “固结快剪”译为未确定词的双语例句
    Strength for the Consolidation Quick Direct Test of Soft Clay at Different Shear Rate
    不同剪切速率下软土的直剪固结快剪抗剪强度
短句来源
    Through the laboratory testing analysis on the thirty-four groups undisturbed samples of soft clay from Daxie in Ningbo city, compar ing the shear strength at the shear rate 0 8mm/min and that at the rate 2 4mm/ min, the internal friction angle of the former is nearly the two times of the la tter's.
    通过宁波大榭 34组软土原状土样的室内试验分析 ,剪切速率 0 8mm min和 2 4mm min所得的直剪固结快剪强度 ,前者比后者内摩擦角平均大近一倍。
短句来源
    THE RELATIONS BETWEN CONSOLIDATIED QUICK SHEER SOFT SOIL AND QUIK SHEER INDEX
    软土固结快剪与快剪指示的相关关系
短句来源
    Negative friction is always the top important problem in geological engineering, In order to calculate and study the negative friction, displacement coordinated method is improved and the relative displacement between the pile and soil is considered. The consolidated quick direct shear test of the interface between soil and structural material is carried on and the load transfer function is presented.
    为了对负摩阻力进行计算研究,本文对传统的位移协调法进行了改进,考虑了桩土之间的相对位移,并结合土与结构材料接触面的固结快剪试验结果提出了桩土荷载的传递函数。
短句来源
    And the parameters of the load transfer function is presented.
    利用接触面固结快剪试验成果确定了传递函数中各个参数。
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This paper presents an analysis of the unique relationship concerned shear strength-water contents-effective stress, And based on the conception of unique rela tionship, we obtained the relationship between shear strength parameters φ, c expressed by the total stress and shear strength parameters of consolidated-quick tests and also between the effective shear strength parameters and the degree of consolidation. All these results were verified by triaxial compression tests, performed on special apparatus designed....

This paper presents an analysis of the unique relationship concerned shear strength-water contents-effective stress, And based on the conception of unique rela tionship, we obtained the relationship between shear strength parameters φ, c expressed by the total stress and shear strength parameters of consolidated-quick tests and also between the effective shear strength parameters and the degree of consolidation. All these results were verified by triaxial compression tests, performed on special apparatus designed.

文章分析了抗剪强度——含水量——有效应力间唯一性的对应关系,並根据此一楧畹汲隽艘宰苡αΡ硎镜目辜羟慷戎副軎铡和固結快剪强度指标、有效剪强度指标与固結度的关系。通过三轴試驗驗证了这一关系。参加試驗研究工作的有张学言、荣山、甘俭生等同志。

With the wider use of thin wall samplers and the improvement of the technology for boreholing and sampling in China in recent years,a set of consolidated quick sheat data which differs a lot from the traditional indexes has been observed and drawn great attention from the professionals in both the engineering prospecting field and the construction designing field. It is therefore necessary to timely summarize and distinguish the differences between indexes of samples obtained by using the two types of samplers...

With the wider use of thin wall samplers and the improvement of the technology for boreholing and sampling in China in recent years,a set of consolidated quick sheat data which differs a lot from the traditional indexes has been observed and drawn great attention from the professionals in both the engineering prospecting field and the construction designing field. It is therefore necessary to timely summarize and distinguish the differences between indexes of samples obtained by using the two types of samplers so as to acquire true and reliable strength data of soft soils after the mechanism analysis in soil mechanics being carried out.

近年来,随着薄壁取土器在我国工程勘察界逐步推广及成孔取土工艺相应的改进,出现了一组和传统指标出入较大的软土固结快剪成果,引起工程勘察界和建筑设计界广泛关注.有必要及时地总结并区别二种取土器采得土样指标间的差异,并通过土力学机理分析明辨真伪,取得真实可靠的软土强度指标.

Based on the engineering practice, experimental studies were performed for compacted expansive soils of different initial densities and moisture contents with the consolidated quick direct shear test method of unsaturated soils. The characteristics of shear strength of unsaturated soil under the condition of total stress were discussed. The results indicated that the strength of total stress increases with accretion of dry density and with decrease of moisture content; the changes in internal friction angles...

Based on the engineering practice, experimental studies were performed for compacted expansive soils of different initial densities and moisture contents with the consolidated quick direct shear test method of unsaturated soils. The characteristics of shear strength of unsaturated soil under the condition of total stress were discussed. The results indicated that the strength of total stress increases with accretion of dry density and with decrease of moisture content; the changes in internal friction angles with moisture contents are small, but, the changes in cohesive forces are rather lager.

根据实际工程情况,运用非饱和土的固结快剪,对不同起始密度、含水量的击实膨胀土进行了抗剪强度试验研究,探讨了非饱和膨胀土在总应力状态下的抗剪强度特性。认为总应力强度随干密度的增大和含水量的减小而变大;内摩擦角随含水量的变化较小,而凝聚力变化较大。

 
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