foundation load meaning in Chinese
基础荷载；地基荷载
Examples
- Ambiguous reliability analysis of composite foundation load - bearing capacity
复合地基承载力的模糊可靠度分析 - An integral transform solution of rectangular foundation loaded steady vibration on an elastic half space
弹性半空间上矩形基础稳态振动积分变换解 - ( 5 ) another is the long - term predict utilizing the biggest index number lyapunov in the chaotic time series and the whole space method during the steady period of the road foundation load , after the overload of the road foundation finished . meanwhile , contrasts with some mature settlement predict methods , estimating some important section in the engineering synthetically , making sure an ideal outcome of the predict warp , then unload the overload of road foundation and make it satisfy the design request
( 5 )路基超载完成后，在路基荷载稳定期间内，利用混沌时间序列中的最大lyapunov指数和全域法进行长期预测，同时与一些比较成熟的变形预测方法进行对比，对工程中一些重点断面进行综合评判，确定一个较理想的预测结果，从而对路基超载进行卸载，使其满足工程设计要求。 - By the check - out , inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power , made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation , and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism , the characteristic of bearing power , proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function , the of tip of pile resistance drag occupies the proportion very few
通过对本次试桩施工工艺的检测和桩身质量及承载力的检验，确定了冲击钻在溶洞地质条件下的合理使用方法；基桩承载实验表明了荷载与摩擦阻力之间的关系，并对岩溶地区的嵌岩灌注桩的荷载传递和破坏机理、承载力特性，进行了富有成果的现场测试工作；试验数据表明桩侧摩阻和支盘端阻起很重要的作用，桩端阻力所占比例甚少。这与设计桩基时的计算模式相差很大，承载力也较设计增加；使用力学数值分析方法和有限单元法，对钻孔灌注桩桩端下的岩体强度和结构稳定性方面进行模拟计算和定量研究。