Sentence examples for mass strength parameters from inspiring English sources

Wedge Failure Analysis and Rock Mass Strength Parameters; pile design, viz.

The rock mass strength parameters identified from this approach compare well with field test data, suggesting that the tool can be used effectively to back-calculate rock mass strength parameters from AE monitoring data.

In the present study, a novel method is developed to back-calculate rock mass strength parameters from AE (acoustic emission) monitoring data in combination with FEM stress analysis.

Analyses were carried out in terms of rock mass classifications for diversion tunnel, kinematic analysis of excavation slopes, permeability of the dam foundation and determination of rock mass strength parameters.

Application of back analysis technique on three aforementioned collapsed zones led to identification of the most probable rock mass shear strength parameters.

These criteria assume bimrocks to be homogeneous and isotropic masses with strength parameters that depend on their block contents and matrix strength.

The geological strength index (GSI) system, widely used for the design and practice of mining process, is a unique rock mass classification system related to the rock mass strength and deformation parameters based on the generalized Hoek-Brown and Mohr-Coulomb failure criteria.

The deterministic method required calculation to determine the limit-equilibrium of the slope stability given the strength parameters of mass, failure depth, and groundwater conditions for every calculation point in the study area.

Thus, during the design of rock structures, it is necessary to comprehensively consider the scale effects of both rock mass strength and permeability, and the parameters shall be calibrated according to the laboratory test results.

The GSI system is the only rock mass classification system that is directly linked to engineering parameters such as Mohr Coulomb, Hoek Brown strength parameters or rock mass modulus.

However, it is difficult to evaluate the stability of earthquake-induced rock slope due to the lack of shear strength parameters of rock mass.