摘要
本文讨论了水平挤出法推剪试验的基本假定和极限平衡条件,指出了对于不同的土,可采用不同的方法计算土的抗剪强度。
This paper discusses the fundamental hypothesis and limiting equilibrium condition of horizontal squeezing method of pushing shear testing.It points out that for different kinds of soils, different methods may be taken to compute the shearing strength.
出处
《勘察科学技术》
1992年第5期12-14,共3页
Site Investigation Science and Technology
