摘要
本文叙述了剪切（Ｓ）波速度测量方法和它在工程地基勘察中的作用，给出了Ｓ波速度与标贯击数（Ｎ值），无侧限抗压强度（ｑ＿ｕ）等与地基承载力有关参数的经验关系，及其在地基勘察和工程地震研究中的应用。
Measuring method of shear wave velocity and its effect in the engineeringprospecting were discussed in this paper.some experience relations betweenss wave velocityand blow count(N value)of standard penetration test,unconfined compressive strength(q_u)and the other parameters related to bearing capacity factors ,and the application,in the soilinvestigation and earthquake engineering have been presented in this paper.
出处
《防灾减灾学报》
1994年第4期59-66,共8页
Journal of Disaster Prevention And Reduction
关键词
剪切波
标贯击数
无侧限抗压强度
Shear wave
standard penetration test
unconfined compressive strength
