1) undisturbed soil
原状土
1.
Study on unconfined compression strength of undisturbed soil;
原状土的无侧限抗压强度试验研究
2.
The equivalent secant modulus of the undisturbed soil is determined under different stress levels based on the Bussinesq s solution.
为较好解决地基沉降计算这一重要难题,提出一种原状土割线模量法,就是利用原状土的压板试验曲线,假定压板试验曲线符合双曲线方程,利用Bussinesq解,建立不同荷载水平下土体的等效割线模量。
3.
As undisturbed soil and remolded soil possess different structural features, they demonstrate different mechanical properties.
原状土与重塑土具有不同的结构特征,于是表现出不同的力学性状。
2) natural soil
原状土
1.
The mechanical characteristics of natural soils are significantly affected by their structure.
原状土的结构性对它的力学性质影响显著。
2.
The study of the function of the organic matter and calcium carbonate in soil water retention and porosity shows: ①The natural soil water retention ability increases greatly with the growth of organic contents under lower absorbing ability.
通过对有机质、碳酸钙在土壤持水性、土壤孔性方面的研究表明 :(1)低吸力条件下 ,自然土 (原状土 )的持水能力随有机质含量的提高而显著增加 ;(2 )土壤中的孔隙度随有机质含量的提高而增加 ;(3)在有机质含量较低的条件下 ,碳酸钙对石灰性土壤的持水能力有很大的影
3.
Combined with themechanical characteristics of natural soils,the formulas of transformation of stress space and stress increment are provided, and the influene ofstress Lode s angle is considered also.
从土体极限应力状态线所致的各向异性出发,结合原状土的力学特性,给出了原状土的应力空间、应力增量变换公式。
3) Original soil
原状土
1.
The original soil was got by PVC tube in Robinia peudoacacia,Hippophae rhamnoides,and grassland three forest vegetations,soil depth includes 0～30 cm,30～60 cm,0～60 cm.
采用PVC管在野外刺槐林,沙棘林,荒草地3种植被类型下取原状土,土层深度分为0~30 cm,30~60cm,0~60 cm三个层次。
2.
This study was conducted to analysis hydro-dynamic mechanism of soil detachment process for original soil core in loess region under the large range of flow discharge (0.
6%)范围内,系统研究了黄土区原状土壤分离过程的水动力学机理。
4) undisturbed soil sample
原状土样
1.
The quality of undisturbed soil sample plays an important part in geotechnical investigation.
原状土样质量在工程勘察中是极为重要的。
2.
This paper analyzes and evaluates the physical and mechanical indexes of undisturbed soil samples gained from the borehole and vertical shaft in a certain water supply project, and corrects the physical and mechanical parameters of the soil sample from the borehole.
分析评价了某供水工程钻孔与竖井所取原状土样物理力学指标,并对钻孔所取土样物理力学参数进行了修正。
5) undisturbed loess
原状黄土
1.
Test study on strength character of unsaturated and undisturbed loess;
非饱和原状黄土强度特性的试验研究
2.
The tensile character of undisturbed loess is analysed by monaxial tension tests.
通过单轴拉伸试验,研究原状黄土的拉伸特性。
3.
On the basis of the analysis of literatures about loess, triaxial shear tests and K-zero consolidation tests are carried out on unsaturated and undisturbed loess(Q3) which comes from Longxi area in Gansu province.
本文以开发GDS三轴试验系统为背景，在广泛总结前人有关黄土强度、变形特征研究成果的基础上，针对甘肃陇西原状Q_3黄土进行了非饱和原状黄土三轴剪切试验和K_0固结试验。
6) intact loess
原状黄土
1.
Constitutive relationship of intact loess considering structural effect;
考虑结构性影响的原状黄土本构关系
2.
Research on relationship between structure and deformation property of intact loess;
原状黄土的结构性及其与变形特性关系研究
3.
Regional collapse characteristics of intact loess and its rate of potential collapse;
原状黄土的地区湿陷特性及其潜在湿陷率
补充资料：恢复原状
恢复原状
【恢复原状】各种财产保险在处理赔款过程中所应掌握的主要原则之一。保险人可以选择对遭受损毁的财产的全部或一部分，通过修理或修建恢复到该财产出险前的状态以代替货币赔偿。被保险人不能通过保险而获得额外利益，所以，当保险标的发生损失后应以尽量修复受损标的原状为原则;对无法恢复原状的财产，以恢复原状时所需要的价值为准，以货币进行赔偿。
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