Static Ka, Kp and Ko
LateralK calculates the active, passive and at-rest lateral earth pressure coefficients based on both Rankin and Coulomb methods. The latter considers the effect of soil-wall friction, backslope, and wall batter angle. The magnitude of the resultant force and its point of application is calculated.
Seismic Kae and Kpe
Lateral earth pressure coefficients for earthquake condition are calculated according to Mononobe-Okabe method for different horizontal and vertical components of the ground acceleration. Detailed values of Kae and Kpe are calculated for every 0.05g steps of av and ah. In addition to earth pressure coefficients, the seismic surcharge load (Pae-Pa) and total seismic force (Pae) behind the retaining wall are presented.
Schematic Soil Section & Report
All forces and point of application of forces are presented in a schematic section which can be saved in image format, and can be incorporated into geotechnical report.
NovoSPT, NovoCPT and NovoLiq are all very useful software for geotechincal reports in providing geotechnical design parameters. All are very user friendly and correlations are very up to date. Graphs can be easily printed and copied as image. Very convenient to demonstrate to the clients and trainees.
Dr. Win Naing
- Geotecminex Consultant Ltd, Singapore
Why Choose Novo Tech?
We have been developing software for geotechnical engineers since 1997. Currently our software is serving hundreds of users in more than 50 countries.
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North Vancouver, BC, Canada V7P 3P9