成都理工大学学报（自然科学版）2017，Vol.44Issue(4)：403-408,6.DOI:10.3969/j.issn.1671-9727.2017.04.02
基于能量法则计算黏性土不排水抗剪强度的方法
Calculation of undrained shear strength of clay based on the energy law
摘要
Abstract
The Bolton & Whittle resenting theory of energy law,in combination with the results of project SBPT in Bangladesh,is used to calculate the undrained shear strength (Cu) value of clay.Also,Marsland & Randolph method is adopted to calculate the value of undrained shear strength.It shows that result calculated by these two methods is very similar and reliable for calculation of Cu.It reveals that the Cu and limit pressure (pL) can be obtained from the plastic part gradient and intercept of the curve of total expanding pressure versus the logarithmic plane shear strain.In practical,the SBPT and the theory are suitable for the confirmation of undrained shear strength of clay soil.关键词
能量法则/黏性土/不排水抗剪强度/剑桥型自钻旁压试验Key words
energy law/clay/undrained shear strength/SBPT分类
建筑与水利引用本文复制引用
林之恒,刘建国,孟少伟,王波..基于能量法则计算黏性土不排水抗剪强度的方法[J].成都理工大学学报（自然科学版）,2017,44(4):403-408,6.基金项目
中铁二院集团公司科技开发项目[KYY2017014(16-18)]. （16-18）
