1) incremental hyperbolic method
增量双曲线法
1.
It is proven by many projects that the predicted settlement using normal hyperbolic method that is incremental hyperbolic method is often less than real final settlement.
工程实践表明,常规双曲线法即增量双曲线法推算沉降往往小于实际沉降,且需要较长时间的沉降资料。
2) total hyperbolic method
全量双曲线法
3) incremental rate curve
增量曲线
4) hyperbola method
双曲线法
1.
Forecasting ultimate bearing capacity of single squeezed branch pile by hyperbola method;
用双曲线法预测挤扩支盘桩的极限承载力
2.
The ultimate bearing capacity of the single screwed pile was predicted based on the six piles with screws from four different sites by hyperbola method.
根据6根全螺旋灌注桩的实测桩顶载荷-桩顶沉降(Q-s)曲线,用双曲线法预测全螺旋灌注桩的极限承载力。
3.
When the fracture load was not reached for a trial pile, the ultimate load of the pile might be predicted according to the field-surveyed load settlement data of existing trial piles and by P-S curve extension method and hyperbola method, among which, the P-S curve extension method had better adaptability.
试桩未加载到破坏荷载时 ,根据已有试桩实测荷载沉降数据 ,用P -S曲线延伸法与双曲线法可预测出桩的极限荷载。
5) Hyperbola
[英][hai'pə:bələ] [美][haɪ'pɝbələ]
双曲线法
1.
The application and analysis of hyperbola method in soft foundation settlement calculation;
双曲线法在软基沉降计算中的应用与分析
2.
The most value of settlement calculated by hyperbola is bigger than the final settlement by measuring.
运用双曲线法计算得到的沉降量大部分都大于现场实测得到的最终沉降量,但是双曲线比其他推算方法更加接近实测沉降,利用此方法计算最终沉降量对今后施工有一定的指导意义。
6) hyperbolic method
双曲线法
1.
Several methods of calculating the settlement of soft soil ground are introduced, including the hyperbolic method, Asaoka method poission curve and Genetic algorithm.
介绍了几种常用的软土地基沉降量推算方法 ,如双曲线法、Asaoka法、泊松曲线预测法以及遗传算法 ,并通过工程实例对上述方法进行了分析比较 ,讨论了各方法的优缺点及适用性。
2.
Several methods of calculating the final settlement of soft soil ground are introduced,including the hyperbolic method,index curve method,threepoint method and Asaoka method.
介绍了几种常用的软土地基最终沉降量推算方法,如双曲线法、指数曲线法、三点法以及Asaoka法,并通过工程实例对上述方法进行比较分析,讨论了各方法的优缺点及适用性。
3.
Based on the practical data of soft ground settlement of Sixin Road in Wuhan City,this paper introduces the process in which hyperbolic method,Asaoka method and three-point method are used to calculate the final settlement of the soft ground.
根据武汉四新大道软基沉降实测资料,介绍了采用双曲线法、Asaoka法以及三点法对软基最终沉降量进行推算的过程,通过各种方法优缺点的对比,从推算过程及推算结果的比较中找到类似工程的最佳计算方法。
补充资料：X射线荧光增量法
分子式：
CAS号：
性质：又称标准（溶液）加入法。X射线荧光分析试样中待测元素含量低于5%～10%时所用的一种定方法。其方法与原子发射光谱增量法操作相同，仅所加入待测元素的含量应比试样含量增大1至3倍。以加入量为横坐标，荧光强度为纵坐标绘制校准曲线。
CAS号：
性质：又称标准（溶液）加入法。X射线荧光分析试样中待测元素含量低于5%～10%时所用的一种定方法。其方法与原子发射光谱增量法操作相同，仅所加入待测元素的含量应比试样含量增大1至3倍。以加入量为横坐标，荧光强度为纵坐标绘制校准曲线。
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