1) Integrated Coulomb Failure Stress
完全库仑破裂应力
2) Complete Coulomb failure stress changes
完全库仑破裂应力变化
1.
Complete Coulomb failure stress changes and stress triggering of Yunnan Longling earthquake sequence;
完全库仑破裂应力变化与云南龙陵震群序列的应力触发
3) Coulomb failure stress
库仑破裂应力
1.
Numerical simulation of loading/unloading effect on Coulomb failure stress among strong earthquakes in Sichuan-Yunnan area;
川滇地区强震序列库仑破裂应力加卸载效应的数值模拟
2.
The change of Coulomb failure stress on aftershock focal depth produced by all the earthquakes before each aftershock is calculated.
5级地震后各次地震前其所在主破裂面的库仑破裂应力变化。
3.
Calculations of the change in Coulomb failure stress on aftershock failure plane reveal that 4 events among 5 large aftershocks occurred in areas with ΔCFS>0 (10~(-2)～10~(-1) MPa); There are two contrary results for one aftershock due to two different focal mechanism, this aftershock occurred in areas with ΔCFS>0 and ΔCFS<0.
7级大地震后,主震分别在5次强余震破裂面上诱发的库仑破裂应力变化(ΔCFS)。
4) Coulomb failure static stress changes
库仑破裂静应力
1.
0 earthquake occurred in 2008,and calculate the Coulomb failure static stress changes derived from the mainshock and discusses the relation between the seismic triggering and the distribution of aftershocks.
0级地震发震构造即龙门山断裂带历史和现今地震活动情况,并计算主震发生后产生的库仑破裂静应力变化,讨论了地震触发与余震空间分布之间的联系。
5) dynamic Coulomb rupture stress changes
动态库仑破裂应力变化
1.
Numerical simulation of dynamic Coulomb rupture stress changes induced by M6.5 earthquake in Wuding, Yunnan and its relationship with aftershocks;
云南武定M6.5地震动态库仑破裂应力变化的数值模拟及其与余震活动的关系
6) static Coulomb failure stress
静态库仑破裂应力
1.
Okada s method was used to calculate the change of static Coulomb failure stress on the failure plane of the largest aftershock (MS5.
1强余震破裂面上产生的静态库仑破裂应力变化。
2.
By calculating the static Coulomb failure stress changes of some Ms≥6 earthquakes in Kashi-Wuqia region and Keping block region in the western part of southern Tianshan mountain, Xinjiang since 1955, the triggering effect on the following earthquakes is analyzed.
通过计算新疆南天山西段的喀什-乌恰地区和柯坪断块区1955年以来部分6级以上地震产生的静态库仑破裂应力变化,研究了该区强震对后续地震的触发作用。
补充资料：连多硫酸应力腐蚀破裂
分子式：
CAS号：
性质：奥氏体不锈钢应力腐蚀破裂的一种类型。主要发生在接触高温含硫介质的化工装置中。在高温下钢表面生成硫化铁，当装置停车时温度降低，硫化铁与水分和空气相接触，反应生成连多硫酸H2SxO6(x=3，4，5)，导致不锈钢发生晶间型应力腐蚀破裂。抗晶间腐蚀性能较好的钢种，其抗连多硫酸应力腐蚀破裂的性能也较好。
CAS号：
性质：奥氏体不锈钢应力腐蚀破裂的一种类型。主要发生在接触高温含硫介质的化工装置中。在高温下钢表面生成硫化铁，当装置停车时温度降低，硫化铁与水分和空气相接触，反应生成连多硫酸H2SxO6(x=3，4，5)，导致不锈钢发生晶间型应力腐蚀破裂。抗晶间腐蚀性能较好的钢种，其抗连多硫酸应力腐蚀破裂的性能也较好。
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