Geotechnical engineering, solved in Python. 170+ validated functions for soil mechanics, SPT, CPT, bearing capacity, settlement, liquefaction & slope stability. Apache 2.0.

Application software in Python 3 to evaluate the factor of safety against sliding of slopes made of Blocks-In-Matrix materials.

CRITERIA 1D is a one-dimensional agro-hydrological model. It includes soil water fluxes, crop development and crop water needs, a GIS interface (CRITERIA GEO) for geographical simulations and tools to manage crop and soil parameters. The software is written in C++ using Qt libraries, so cross-platform building is possible (Windows, Linux, MacOS)

B.Tech project at IIT(BHU): Program to implement Spencer's limit equilibrium method for slope stability analysis

GeoStudio Advanced Engineering Build — geotechnical analysis with slope stability, seepage and stress-deformation modules.

Code repository for the paper "Stochastic 3D Modelling of Discrete Sediment Bodies for Geotechnical Applications" by G.H. Erharter, F. Tschuchnigg and G. Poscher

Computer program for 2D toppling modeling.

Exact verification companion to the paper 'Slope stability of tangent bundles of smooth toric Fano varieties' (Wuebben, 2026): reproducible Klyachko-criterion sweep, certificates, and data for all 8630 smooth toric Fanos in dimensions 3–6.

This repository contains codes for a preprint titled "A Bootstrap Strategy to Train, Validate and Test Reduced Order Models of Coupled Geomechanical Processes" submitted to Computers and Geosciences

A professional web application for calculating geotechnical soil resistance parameters (φ′, c′, E, Su, τ) from Standard Penetration Test (SPT) results.

[PT-BR: Implementação de um algoritmo genético para análise e otimização da estabilidade de taludes, associada a métodos determinísticos e probabilísticos.] - [EN: Implementation of a genetic algorithm for the analysis and optimization of slope stability, associated with deterministic and probabilistic methods.]

A Python implementation of the Morgenstern–Price limit equilibrium method with exact Zhu et al. (2005) recurrence formulation, paired with a structured benchmark for evaluating LLM numerical reasoning failures in geotechnical slope stability, exposing systematic errors in interslice coupling, sign conventions, and iterative convergence.

TRIGRS v2.1 landslide hazard model — Idukki Kerala 2018 — ROC-AUC 0.707 — SURGE 2026 IIT Kanpur