Results 61 to 70 of about 198,558 (341)
Ground‐borne vibrations are a frequent source of environmental problems. A full‐scale experiment is conducted to validate a 3D numerical model in order to analyze the efficiency of three methods of isolation. Trench barriers and wave‐impeding blocks are impractical and expensive methods of isolation, but mass scatters appear to be an efficient ...
Mohannad Mhanna+3 more
wiley +1 more source
Physical and mechanical characterization of the soft pyroclastic rocks forming the Orvieto cliff [PDF]
The paper describes the results of laboratory and in situ investigations carried out on weak pyroclastic materials which could be encountered during engineering activities in volcanic regions.
RIBACCHI, Renato+2 more
core
Experimental Investigation of the Effects of Gas Oil and Benzene on the Geotechnical Properties of Sandy Soils [PDF]
In recent years, contamination of soils by different hydrocarbon has drawn the attention of geotechnical engineers. However, to our knowledge, no systematic studies have been conducted to investigate the effects of gas oil and benzene contamination on the geotechnical properties of sandy soils.
arxiv
This study, which focuses on geological hazards associated with coal mines, analyzes the types and sensing parameters of geological hazards caused by coal seam mining, summarizes the action fields related to these hazards in mining, and discusses the multi‐field sensing method of disaster characteristics associated with mining rock mass in conjunction ...
Chunde Piao+4 more
wiley +1 more source
ENGINEERING GEOLOGICAL INVESTIGATION ON KARAMBUNAI-LOK BUNUQ LANDSLIDES, KOTA KINABALU, SABAH [PDF]
This paper describes landslide occurrences in debris materials, together with its engineering geological and geotechnical setting. The predictions from conventional geotechnical slope stability analyses, taking into account topography, hydrological ...
Rodeano Roslee
doaj +1 more source
Upon conceptualization of structural behavior, foundations in terms of their form are divided into linear (1D), planar (2D), and volumetric (3D). Regarding the load transfer mechanisms, linear foundation systems are considered vector‐acting, planar foundations are divided into section and surface‐acting, and volumetric ones are recognized as block ...
Abolfazl Eslami+4 more
wiley +1 more source
Comprehensive dataset of dynamic probing heavy test results for subsurface characterization. [PDF]
This dataset presents comprehensive results from Dynamic Probing Heavy tests conducted for subsurface characterization. The Dynamic Probing Heavy test is a widely used and standardized in-situ testing method for assessing soil properties, particularly in
Soranzo E.
europepmc +2 more sources
Experimental and constitutive modeling investigations on marble in Jinping Underground Laboratory
The objective of this study is to reveal the underlying mechanisms behind the brittle‐ductile transition of the marble through a combination of experimental research and constitutive modeling. A series of triaxial compression and triaxial cyclic loading tests are conducted.
Susheng Wang+3 more
wiley +1 more source
As the world's population grows, there is an increasing need for soil improvement techniques to accommodate construction demands. Current methods, most often, suffer from a high CO2 footprint, leading researchers to resort to biological methods of soil ...
Mohammad Hemayati+4 more
doaj +1 more source
In recent years, the development of marine hydrocarbon resources has led to an increased demand for research on the marine soil bearing capacity and cyclic loading effect in marine engineering design.
Huanhuan Qiao+5 more
doaj +1 more source