1) triaxial shear model test
大三轴剪切模型试验
2) triaxial shear test
三轴剪切试验
1.
Meanwhile, variation characteristics of shearing pore water press, consolidation pore water press, shear strength and shear deformation are obtained through the triaxial shear test of the loess, then draw the conclusion that the internal structure and the composition of the Liaoxi loess determine.
对取自阜新—朝阳高速公路段的黄土进行了14C测年、颗粒分析、湿陷及常规试验等,对比分析了其基本特性,通过三轴剪切试验,获得了不同含水量的黄土剪切孔压、固结孔压、抗剪强度及剪切变形的变化特征。
2.
Research methods:Adopted the scanning electron microscopy(SEM) of microstructure and static triaxial shear tests of intact loess,this paper analyzes the microstructure feature and the characteristics of strength and deformation of Q3,Q2 intact loess.
研究方法:采用扫描电镜图象分析及室内静三轴剪切试验的方法,对Q3、Q2原状黄土的结构性状及强度变形特性。
3.
In order to study the correlation between shear wave velocity of soils and their triaxial shear test mechanics index,a new transducer is developed on the basis of torsion vibration principle.
为了研究土的剪切波速与其三轴剪切试验力学指标之间的关系,依据扭剪振动原理,开发出一种测试三轴压力室内土样剪切波速的传感器。
3) triaxial shear tests
三轴剪切试验
1.
The deformation characteristics of broken stones are studied by the large scale triaxial shear tests and axial compression tests,the laws about broken stones are drawn according to the test results as follows: the relationship between the deviator stress and axial strain is close to a hyperbola and the relationshi.
在工程上常遇到的应变范围内,碎石三轴剪切试验的应力-应变关系可用双曲线拟合,体变曲线则接近于抛物线;单向压缩试验的轴向应力-应变符合幂函数曲线。
2.
The consolidated undrained triaxial shear tests of different stress paths are conducted on Yangling saturated intact loess under isotropic consolidation and K0 consolidation.
对杨凌饱和原状黄土在均压固结和K0固结条件下进行了不同应力路径饱和固结不排水三轴剪切试验,探讨了固结应力比对不同应力路径饱和原状黄土孔压发展特性的影响,提出了饱和黄土的孔压方程。
3.
Research on silts and silts treated with stabilizers by triaxial shear tests;
以粉土和4%石灰、2%水泥+2%石灰、4%SEU-2型固化剂、8%SEU-2型固化剂处理的粉土为研究对象,通过不固结不排水三轴剪切试验(UU)和固结不排水三轴剪切试验(CU)对变掺量、变龄期条件下粉土及稳定土的强度和变形特性进行了研究。
4) large?scale shear test
大型切剪试验
1.
A large?scale shear test on the gravel piles and its composite foundation is conducted in Guangdong province, China.
介绍珠江下游岸边三次大型碎石桩及其复合体的现场大型切剪试验 ,并获得复合地基的强度指
5) large-scale triaxial test
大型三轴试验
1.
Study on shear dilatancy behaviors of rockfills in large-scale triaxial tests;
堆石料剪胀特性大型三轴试验研究
2.
Study of scale effect of large-scale triaxial test of coarse-grained meterials;
粗粒料大型三轴试验的尺寸效应研究
3.
Some large-scale triaxial tests are performed on the samples with YS–30 large-scale triaxial test machine to investigate their shear behaviors under the different stress paths.
依据宜兴抽水蓄能电站上库主坝主堆石料原型级配,联合采用相似级配和等量替代的级配模拟技术制备大型三轴试样,利用YS–30型应力路径大型试验机开展应力路径条件下堆石料剪切特性大型三轴试验研究。
6) large-scale triaxial tests
大型三轴试验
1.
Research on strength and deformation behavior of coarse aggregates based on large-scale triaxial tests;
粗粒料强度和变形的大型三轴试验研究
2.
Experimental study on particle breakage behavior of rockfills in large-scale triaxial tests
堆石料颗粒破碎特征的大型三轴试验研究
3.
Particle breakage of coarse aggregates is analyzed based on large-scale triaxial tests.
利用室内大型三轴试验,对堆石等粗粒料的颗粒破碎进行了分析。
补充资料：AutoCad 教你绘制三爪卡盘模型,借用四视图来建模型
小弟写教程纯粹表达的是建模思路,供初学者参考.任何物体的建摸都需要思路,只有思路多,模型也就水到渠成.ok废话就不说了.建议使用1024X768分辨率
开始
先看下最终效果
第一步,如图所示将窗口分为四个视图
第二步,依次选择每个窗口,在分别输入各自己的视图
第三步,建立ucs重新建立世界坐标体系,捕捉三点来确定各自的ucs如图
第四步,初步大致建立基本模型.可以在主视图建立两个不同的圆,在用ext拉升,在用差集运算.如图:
第五步:关键一步,在此的我思路是.先画出卡爪的基本投影,在把他进行面域,在进行拉升高度分别是10,20,30曾t形状.如图:
第六步:画出螺栓的初步形状.如图
第七步:利用ext拉升圆,在拉升内六边形.注意拉升六边行时方向与拉升圆的方向是相反的.
之后在利用差集运算
第八步:将所得内螺栓模型分别复制到卡爪上,在利用三个视图调到与卡爪的中心对称.效果如图红色的是螺栓,最后是差集
第九步:阵列
第10步.模型就完成了
来一张利用矢量处理的图片
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条