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GeoStudio | PLAXIS
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cyclic loading
Dynamic Analysis
Geotechnical Analysis
Interface
Mohr-Coulomb
PLAXIS 2D
soft soil
Cyclic cohesion and friction angle?
Mihimal Kadurugamuwa
Hi, Is there a different definition for cohesion and friction angle during cyclic loading? Since cyclic loading on soil differs from static loading, do we need to use separate cohesion and friction angle values during constitutive and numerical…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Purpose of the cyclic loading in soil testing
Nitharshan
Hi all, Please tell what is the main reason do cyclic loading in soil testing like plate loading test etc? Thanks.
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Cyclic loading Mohr-Coulomb
Daniela De Lucia
Good evening, I have a relatively simple question. why Mohr Coulomb's constitutive model, if subjected to cyclic loads of constant amplitude repeated over time, in dynamic analyzes, produces an increase in plastic deformations? Thank you in advance
Answered
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
PLAXIS 2D: Tutorial 08 Questions regarding the interfaces
Cho Sum Yip
Hi all, I have several questions regarding Tutorial 08 for PLAXIS 2D. 1. There seems to be a gap between my footing and upper interface. Although I have tried to merge equivalent geometric objects, it was suggested that "no equivalent geometric objects…
Answered
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
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