摘要
本文导出了PT型袖珍贯入仪的贯入阻力pt与土的不排水强度C_u或无侧限抗压强度qu的理论公式和相关方程,并讨论了确定土的结构强度问题。
The theoretical formulas and the correlation equations of the penetration resistance P_t versus undrained shear strength C_u, or unconfined compression strength q_u, of cohesive soil obtained with a model PT pocket penetrometer are derived in this paper. The determination of structural strength coefficient of soil is also discussed.
出处
《工程勘察》
CSCD
北大核心
1989年第2期1-5,共5页
Geotechnical Investigation & Surveying
