Help
Help
(OP)
I did liquid limit /plastic limit test of 2 different samples. LL of first sample is found to be 80 while that of other is found to be 30. i am much confused with which soil is more susceptible to landslide occurrence ? Why ? Can anybody reply me linking LL property of soil with change in other geotechnical properties ? Can anybody respond me ?
Kiran Acharya
Kiran Acharya





RE: Help
Several relationships between phi angle and plasticity index have been prepared over the years. The two that I use most offten are presented by Lambe and Whitman in Soil Mechanics 1969 and in the 1971 version of NAV FAC 7.
RE: Help
RE: Help
f-d
¡papá gordo ain't no madre flaca!