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1)  sliding soil
滑带土
1.
Characters of sliding soil of the loess landslide: A case study from Jiaoshushuwan, Tianshui
黄土滑坡滑带土的特点——以天水椒树湾滑坡为例
2.
In this research,a new kind of economic and suitable Ionic Soil Stabilizer(ISS for short) for improving the shear strength of sliding soil is studied.
本试验研究使用一种经济适用的离子土固化剂(Ionic Soil Stabilizer,简称ISS)对提高滑带土的抗剪强度进行了探索。
3.
Firstly, based on detailed analysis of engineering geology, environmental condition and combined with plenty of loess landside examples and data of sliding soil in Tongchuan, direct shear test and dynamic triaxial test in minor amplitude and long-term vibration are carried out on sliding soil of Jiaoping loess landslide in Tongchuan, so the r.
本文以铜川地区黄土滑坡为研究对象,从黄土滑坡滑带土的研究入手,对黄土滑坡机理进行研究。
2)  slip soil
滑带土
1.
Shear strength properties of slip soils of landslides: an overview;
滑带土强度特性研究现状
2.
3D stability analysis of landslides based on strength reduction (I): Back analysis for the shear strength of slip soils;
基于强度折减概念的滑坡稳定性三维分析方法(I):滑带土抗剪强度参数反演分析
3.
Research purposes: This paper estimates the residual strength of slip soil to provide liable strength parameters for landslide stability research and control design.
研究目的:评估滑带土残余强度,为滑坡稳定性研究和滑坡防治工程设计提供可靠的强度参数。
3)  sliding-zone soil
滑带土
1.
According to the result of x-ray diffraction for the clay minerals in the sliding-zone soil of Miaoshangbei Landslide, the orientability of clay minerals had been quantitatively analysed.
 根据小浪底库区庙上北滑坡滑带土粘土矿物的X射线衍射结果,进行定向性定量分析计算,得出滑带土粘土矿物颗粒的定向度为弱到中等定向,并以中等定向为主。
2.
And then, According to the result of x-ray diffraction for the clay minerals of the sliding-zone soil of Biaoshangbei Landslide, the orientability of clay minerals had been quantitative analyses and calculation.
本文首先论述了粘土矿物颗粒定向排列测定的基本原理并提出粘土矿物定向性定量评价方法,然后根据实例—庙上北滑坡的滑带土粘土矿物的X射线衍射结果,进行定向性定量分析计算,得出滑带土粘土矿物颗粒的定向度为弱到中等定向,并以中等定向为主。
4)  slide-zone soil
滑带土
1.
An indoor theological experiment is carried out firstly on the slide-zone soil of Qingjiang Gushubao.
通过对清江古树包滑坡滑带土进行了室内流变试验,将试验结果进行分析,引入 Mesri 模型,采用 Singh-Mitchell 应变速率-时间关系方程来描述土体的蠕变特性,得出了该土的蠕变型式。
5)  landslide zone soil
滑带土
1.
The paper introduces the achievements and progress have been made on landslide classification, mechanism of formation, landslide zone soil and measures for prevention and control both at home and abroad and points out the problems and deficiencies existed in landslide prevention and control in Ch.
介绍了国内外在滑坡类型划分、形成机理、滑带土及防治措施等方面所取得的研究成果及其进展 ,指出了目前我国在滑坡防治方面存在的问题与不
6)  landslide soil
滑带土
1.
Determination of mechanical parameters on landslide soil of Jiangwainangetong landslide
江外南各统滑坡滑带土力学参数的确定
2.
Ⅰ riverside landslide soil of Huangtupo landslide are analyzed.
在宏观分析滑坡地质特征的基础上,结合室内及现场试验对黄土坡滑坡Ⅰ号临江崩滑堆积体滑带土岩性、颗粒成分、矿物成分、微观结构、物理力学特征与崩滑体在水库回水条件下的变形进行分析研究。
补充资料:采用滑模工艺建造钢筋混凝土烟囱


采用滑模工艺建造钢筋混凝土烟囱


  采用滑模工艺建造钢筋混凝土烟自
  
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