黏结力

结果表明：界面黏结力对两介质接触面的力学性能有很大的影响；

The results show that cohesion has a great effect on the mechanical behavior at the interface .

岩体节理面的刚度系数、黏结力和内摩擦角是反映节理面力学特性的重要参数。

The stiffness coefficients , cohesion , friction angle are the important parameters in reflecting the mechanical characteristics of the joints .

极限黏结力〔土地〕VM荷载下双层饱和黏土地基承载特性数值分析

Numerical analysis for bearing capacity behavior of footings on undrained two-layered saturated clay under VM loading

利用基于Lagrangian显式差分的FLAC算法，通过数值计算，对黏结力随深度线性增长的非均质地基上条形基础和圆形基础的极限承载力及地基破坏模式进行了对比计算与系统分析。

Using the FLAC algorithm based on Lagrangian explicit finite difference method , numerical analyses are made on ultimate bearing capacity and failure behavior of strip footings and circular footings founded on nonhomogeneous clays foundations in which soil cohesion increases linearly with depth .

实验结果表明，合成脲醛树脂的甲醛释放量达到F1环保指标，初始黏结力、胶合强度等综合指标均符合国家标准，成本则有较大降低。

And it was discovered that the concentration of exonerative formaldehyde of the urea-formaldehyde resin synthesized reaches the F1 target of environmental protection , the initial adhesive force and gluing intensity is up to the national standard , but the cost of the resin is reduced obviously .

极限黏结力〔土地〕黏性土基于强度折减法的位移土压力理论

Displacement-earth pressure theory for cohesive soil based on shear strength reduction

土体破坏细观机理及颗粒流数值模拟极限黏结力〔土地〕

Microscopic Mechanics of Soil Failure and PFC Numerical Simulation ;

极限黏结力〔土地〕不同瓷表面处理方法对托槽与瓷面黏结性能影响的研究进展

Research progress in the effect of different porcelain conditioning techniques on bonding strength

城市建设的附加应力与地质极限问题极限黏结力〔土地〕

Additional Stress Induced by the Construct of City and the Limit of Geological Environment ;

6种表面处理法对纤维桩树脂核黏结力影响的实验研究

Experimental study of adhesive strength between fibre posts and composite resin cores after surface treatment

钢筋和混凝土之间的黏结力是两种性能不同的材料能够协同工作的保证。

Bonding power between the steel bar and the concrete ensures two different materials working together .

单层带极电渣堆焊工艺应用研究沥青面层层间黏结力测定方法

Application of the Single layer Electro slag Surfacing The Test Methods of Road Layer Adhesion Strength

诱导裂缝充填后，油气沿无黏结力断层岩带以渗流形式缓慢运移的阶段，是断裂输导油气效率较低的阶段。

Once the fractures are crammed , hydrocarbon only migrates through pore system of uncohesive fault rock zone , this phase is low-efficient .

环氧树脂胶黏剂由于黏结力强，具有优良的机械性能、电绝缘性能、耐化学腐蚀性能，在工业生产中得到了广泛的应用。

Epoxy adhesive is used widely in the industrial production because of its excellent comprehensive performances such as strong adhesion , excellent mechanical properties , good dielectric and chemical resistance properties .

通过野外观察认为断裂带内部结构具有分带性，主要包括破碎带和诱导裂缝带2部分，破碎带以发育有黏结力断层岩和无黏结力断层岩为特征。

The field-geology survey shows that the fault interior structure includes mainly two parts : breakage zone and induced fracture zone . Breakage zone is of the cohesive and uncohesive fault rock .

国道112线丰宁段处于半湿润半干旱的气候条件下，当地植被覆盖率低，土壤为黄土质母质，结构松散，黏结力差。

Fengning line of the 112 national road , where the climate belongs to the semi humid and semiarid zone , the vegetation is lower and soil is porous because of its loess parent textile .

分析了岩体交界层面之间具有黏结力的层状岩体的受力状况和爆炸应力波在层状岩体中的传播过程，比较了应力波在同一介质和不同介质、在相同传播距离的衰减状况。

The forced situation and the spreading process of blasting stress wave of bedded rock with cohesion was analyzed . The blasting stress wave which spreading same distance between same medium and different medium attenuation was compared .

分析了高温后冷却环境对钢筋混凝土极限黏结应力、极限滑移的影响。

Bond strength and the ultimate slip between concrete and steel bar with different heating and cooling histories were studied .

水泥基无机黏结材料植筋承载力的试验研究

Experimental Investigation of the Bonded Rebar Bearing Capacity of Cement Based Inorganic Anchoring Material

适宜的界面黏结，极限承载力最高。

Obviously , the failure load of members is the highest if an interfacial cohesion is suitable .

通过与同条件下预埋钢筋、植筋后绑焊以及某有机黏结材料植筋承载力相比得到此水泥基无机黏结材料的工程适用性，并在实际工程中得到验证。

By comparing the ultimate bearing capacity with embedded bar in advance in the same condition , welding on bonded rebar and bonded rebar by using the organic anchoring material , the engineering applicability of the cement based inorganic anchoring material is obtained , and tested in the actual project .

砂浆饱满度是通过砖表面同砂浆的黏结面积反映的。砂浆对砖的黏结力直接影响砌体的强度。

The plumpness of mortar reflects through brick surface and area of cohering of the mortar , the cohesion of the mortar to brick influences the intensity of building body directly .

为了求解钢筋与混凝土间滑移量，对黏结滑移基本方程进行了分析，导出了黏结应力-局部滑移相互关系的二阶微分方程。

In order to study the slip between rebar and concrete , the fundamental equations are analyzed and the2nd order differential equation of the relation between bond stress and local slip are obtained .

对在不同受热温度、冷却方式和加载制度下钢筋混凝土黏结性能进行试验研究，分析了不同条件下钢筋混凝土的黏结-滑移曲线和极限黏结应力、极限滑移。

The bond of rebar and concrete under different temperatures and different ways of cooling and loading was studied . The bond-slip curve , the ultimate bond stress , and the ultimate slip of reinforced concrete under different conditions were analyzed .