随着最大试验荷载的增加，更新的粘结强度均值逐渐增大，但更新的变异系数逐渐减小。
With the increase of test loads, the updated mean bond stress increases, but the updated coefficient of variation decreases.
暗穴临界安全厚度随着暗穴断面尺寸、暗穴半径收敛值、安全系数、地面荷载等参数的增大而增大。
The critical safety thickness of hidden cavity increases with the augment of hidden cavity section size, radial constringency, safety coefficient and surface loading.
结果表明，随着建筑物荷载增大，断层裂隙向下方采空区方向扩展和贯通，造成了浅层地表水向深部采空区渗流汇集。
The results show that with the building loads increase, the propagation of cracks is extending from the top to the bottom of the goaf, and shallow groundwater seeps together into the deep goaf.
随着高层建筑高度的进一步增大，水平荷载成为结构分析与设计的主要问题，同时也成为结构设计中必须考虑的问题。
With the development of the high-rise buildings height, the lateral loads become more important to the structural analysis and design. That must be considered in the structural design.
结果表明，随着预制裂纹偏离梁中线距离的增加，裂纹的起裂角和峰值荷载都增大。
The results showed that the crack initiation Angle and the peak load increased as the distance of the preexisting crack from the midpoint of the beam increased.
对不同矢跨比的单层球面网壳结构进行了分析，发现随着矢跨比的增大，动力稳定临界荷载减小。
To analyzed the single-layer reticulated domes of difference ratios of height to span and discover that the increment of the ratios of height to span, dynamic stability critical load decreases.
随着荷载的增大，这种因粒径不同而产生的孔隙率大小差异逐渐缩小；
As the load increases, the difference of the porosity caused by the different mudstone particle sizes becomes smaller;
梁耐火极限随保护层厚度和配筋率的增加而增大，随着作用荷载比的增加而减小。
The fire resistance of CFRP reinforced concrete beams increases with the increase of concrete cover depths and reinforcement ratios, and with the decrease of applied load values.
斜向拉荷载作用下，螺旋桩的极限承载力随着叶片距宽比的增大有所降低。
With the increases of RPDD, screw pile's ultimate bearing capacity decreased under inclined pullout load.
结果表明，随着荷载频率的增大，加筋效果呈减小趋势。
It was indicated that the greater the loading frequency was, the less the beneficial effect of geogrid reinforcement was.
随着桥梁跨度的不断增大，桥梁结构在风荷载作用下的动、静力问题日益突出。
With the span of bridges becoming longer and longer, the static and dynamic problems of the bridge structure induced by wind are more and more serious.
随着桥梁跨度的不断增大，桥梁结构在风荷载作用下的动、静力问题日益突出。
With the span of bridges becoming longer and longer, the static and dynamic problems of the bridge structure induced by wind are more and more serious.
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