工作荷载 meaning in Chinese
operating loads
service load
useful load
Examples
- The soil profile may be arbitrarily layered with a rigid stratum at a certain depth . by contrast with the practically measured data in large - scale cast - in - place pile prototypetest , it can be seen that the method proposed in this paper is simple and comparativelyaccurate in calculating the pile settlement under working load
桩周土可以任意分层，并且距刚性基底可以是有限深的，通过与大型灌注桩原型试验实测数据对比，说明本文方法计算工作荷载下单桩的沉降是简单而又比较准确的。 - Based on the theoretical solutions developed herein , not only q - s curve but also s - log ( t ) curve obtained from field static load test of pile can be simulated . this overcomes the shortcoming involved with available relevant theory for pile settlement that no time effect can be taken into consideration , and thus makes the theory for pile settlement more perfect
利用本文的理论解不但可以较好地模拟单桩在工作荷载下的q - s曲线，而且可以模拟单桩静载荷试验的s - logt曲线，从而克服了以往相关理论难以考虑单桩沉降的时间效应的不足，丰富和完善了单桩沉降计算理论。 - 25 , the stress distribution angle should be zero . at last , analysis of composite modular by three - dimension finite element is carried out . it considers the effects of different ldr and n . it shows that the values of finite element analysis are well accordance with those of in - situ tests under the working load
最后，采用三维复合模量有限元法，分析了不同加筋密度和层数对加筋复合地基沉降和加筋垫层应力分布的影响，指出在工作荷载作用下，有限元分析结果与实测结果具有较好的一致性。 - Each unit anchor has its own individual tendon , its own unit fixed length of borehole , and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical . the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies , the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length , then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression
压力分散型锚索是在一个钻孔中安装若干个锚索单元，每个单元都有自己的杆体和锚固段，在张拉时分别承受相同的工作荷载；锚索总的锚固力由分散布置于钻孔不同深度处的这些单元锚索的锚固段来共同承担，并利用各单元的承载体将无粘结锚索的拉力转化为对锚固段注浆体的压力，从而将锚索总的锚固力以压力形式分散作用于不同深度的岩土体上。 - The friction coefficient , critical vertical loads and critical frictional resistance strength have been worked out by means of the pullout tests under the different vertical loads , analysis of frictional characteristics between soil and material and analysis of the different work mechanism between direct shear test and pullout tests . the creep characteristic parameters of some typical reinforcement materials have been obtained by the creep tests under the loads for a long time and the rheological analysis
对几种典型筋材在不同法向荷载下进行了拉拔试验，并进行了筋材与土介质的界面摩擦特性分析，直剪试验与拉拔试验不同机理分析，找出了影响摩擦特性试验结果的主要因素；得出了筋材在工作荷载阶段的摩擦系数、临界法向中南大学博士学位论文荷载和临界摩阻强度。