1) shear strength gain
强度增长幅值
3) strength increase
强度增长
1.
Based on consolidation theory of one dimension and theory of effective consolidated stress solution about strength increase of foundation, this paper gives a calculation way of consolidated degree which can reflect more loading realities and Calculation ways with effect of depth on strength increase about strength and stability.
根据一维固结理论和地基强度增长的有效固结应力法计算原理 ,给出了更能反映实际加载情况的固结度和考虑强度增长的深度效应的强度及稳定的计算方法 。
2.
The strength increase due to ground consolidation by preloading is calculated mainly by two methods,i.
排水固结法中固结引起的强度增长计算主要有有效固结压力法和曾国熙法。
4) shear strength increment
强度增长
1.
Study on theory of shear strength increment of soil body by draining consolidation for improving soft clay;
排水固结加固软基强度增长理论研究
5) intension rising rate
强度增长率
1.
Through representative lime-flysch gravel mechanics capability test and analysis,put forward 7days antipress intension and 7-180 days intension rising rate and make them as lime-flysch gravel index.
文章通过对具有代表性的二灰砂砾不同龄期的力学性能试验分析研究,提出了用7天强度和7-180天强度增长率作为二灰砂砾力学性能的评价指标。
6) Strong growth rate
强增长速度
补充资料：幅值裕度
分子式：
CAS号：
性质：相角交界频率ωL(即开环频率特性相角ψ(ωL)=－180°时的频率)上。开环频率特性幅值。
CAS号：
性质：相角交界频率ωL(即开环频率特性相角ψ(ωL)=－180°时的频率)上。开环频率特性幅值。
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