Laboratory measurement of pullout resistance of geotextiles against cohesive soils
Paul A. Gilbert +2 more
openalex +1 more source
MECHANISM FOR THE IMPROVEMENT OF COHESIVE SOILS BY CHEMICAL GROUTING AND THE GOVERNING CONDITION
Akira Mori +2 more
openalex +2 more sources
Geometrical profile of cohesive-frictional soil slopes for optimal stability
Layla Fadhil Hasan, Akram Hasan
openalex +2 more sources
The Great Dyke of Zimbabwe is notable for its rich platinum group metal deposits but poses significant geological and geotechnical challenges due to its complex rock types and structural features. Traditional pillar design methods are insufficient for addressing these complexities; the study suggests incorporating advanced techniques such as machine ...
Tawanda Zvarivadza +3 more
wiley +1 more source
Improving engineering properties of laterite soil using eco-friendly biopolymers: a study on strength and compressibility. [PDF]
Ebid AM, Banne S, Bobade SU, Sorate R.
europepmc +1 more source
Study on fracture parameter calibration and failure characteristics of rock with hole and crack
The SIF and plastic zone equations for a single hole and crack have been derived. The model's failure state leads to the identification of four types of cracks. The plastic zone increases with increased brittleness and decreased crack length. Abstract Cracks within the surrounding rock of roadways significantly affect their stability and failure ...
Shaochi Peng, Wensong Wang
wiley +1 more source
Stabilizing collapsible soils using nano calcium carbonate to enhance mechanical properties. [PDF]
Barimani M +3 more
europepmc +1 more source
Review and prospects of shear test of bolted rock joints
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren +4 more
wiley +1 more source
Real-time prediction of soil bearing capacity in clayey soils using drilling parameters and statistical modeling. [PDF]
Pande P +5 more
europepmc +1 more source

