1) composite soil
复合土体
1.
According to the bearing characteristics of soil nailing wall and the nail-soil interaction, the mechanical model was founded to analyze the bearing capability of composite soil and tensive capability of soil nail by shear-log theory,and the analytical solution of tension force was obtained, which was compared with the usual method in specification and the field tests data.
根据土钉墙受力特点,考虑钉土相互作用,建立了计算模型,并采用剪滞法理论来分析复合土体的受力性能及土钉的受拉性能,得出了土钉受拉荷载的解析解。
2) soil-roots system complex
根-土复合体
1.
Analyzing the experimental results and comparing them with theoretical results,It is shown that: the roots can improve the shear strength of soil;the shear strength between soil and soil-roots system complex will decrease when the moisture content of .
对试验结果进行了分析,并和理论计算相比较,结果表明:植物根系可以明显提高土体的抗剪强度;随着含水量的增加,土体和根-土复合体的抗剪强度会下降;直根和斜根对根-土复合体抗剪强度的提高是相似的,都是随着根条数的增加而增加,但斜根的加强作用要大些;随着根条数的增加,根-土复合体的c、φ值都会提高。
3) nail-soil complexus
钉土复合体
4) pile and soil complex
桩土复合体
1.
This paper presented a method that combination modulus of pile and soil complex under effects of pile and soil interaction,that effects of pile nearby and pile groups was considered.
提出了考虑桩周土和群桩的影响 ,桩土共同作用时桩土复合体折算模量的确定方法 ,并探讨了对基桩动力稳定性的影响 ,以及桩截面尺寸选择的控制条件 ,可为工程应用提供参考。
5) root-soil composite
根土复合体
1.
Based on triaxial compression tests,this paper researched the stress-strain and strength characteristics of root-soil composite.
以林木根系为研究对象,将根系与土壤视为一个整体,用三轴压缩试验方法研究根土复合体的应力-应变及强度特性,探讨不同根系直径、根系分布方式、复合体含水量和围压下的极限主应力差和加根效果,得出根土复合体的强度指标。
2.
An analysis of stress and strain in the root-soil composite, which combines roots, soils, and an interface element, was presented using the Duncan-Chang E-μ model and a nonlinear-interface-element model.
该文将根土复合体看作是由土体、根系以及土体与根系之间的接触单元所联系起来的有机体,采用Duncan-ChangE-μ模型和非线性界面单元模型对根系固坡问题进行了应力应变分析,以油松为对象,模拟了油松根系与黄土相互作用的应力场,探索了有限元数值分析方法在根系固土机理研究领域的应用。
6) organo mineral
土壤复合体
补充资料：染色体结合复合体
分子式：
CAS号：
性质：一种细胞器，出现于减数分裂过程中，染色体同源区域间居间的密切的成双配对。
CAS号：
性质：一种细胞器，出现于减数分裂过程中，染色体同源区域间居间的密切的成双配对。
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