Results 1 to 10 of about 1,834,727 (294)

Seasonal influence on cone penetration test: An unsaturated soil site example

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2019
Interpretation of electric cone penetration test (CPT) based pore water pressure measurement (CPTu) is well established for soils with behavior that follows classical soil mechanics.
Heraldo Luiz Giacheti   +3 more
doaj   +1 more source

Effect of initial conditions on strength of unsaturated compacted loess soil

open access: yesGrađevinar, 2014
The influence of grain size distribution, initial moisture, dry bulk density, and capillary suction on an increase in shear strength of unsaturated compacted silty loess soil is presented in the paper.
Gordana Hadži-Niković   +2 more
doaj   +1 more source

Elastoplastic Solution of Cylindrical Cavity Expansion in Unsaturated Offshore Island Soil Considering Anisotropy

open access: yesJournal of Marine Science and Engineering
An elastoplastic analysis scheme for the cylindrical cavity expansion in offshore islands unsaturated soils considering anisotropy is established.
Jifei Cui   +3 more
doaj   +1 more source

Experimental Research on Improving Shear Strength of Soil in Surface Landslide by Root System of Different Vegetation Type

open access: yesShuitu baochi yanjiu, 2007
It is analyzed that the impacts of vegetation type on shear strength of unsaturated soil through direct shearing tests for unsaturated soil of different depth and various vegetation types which consist of bare soil,tanglehead grassplot,switch sorrel ...
YANG Yong-hong1   +3 more
doaj  

Estimation of the Variation of Matric Suction with Respect to Depth in a Vertical Unsaturated Soil Trench Associated with Rainfall Infiltration

open access: yesE3S Web of Conferences, 2016
Soil trenching is extensively used in geotechnical, mining, tunneling and geo-environmental infrastructures. Safe height and stand-up time are two key factors that are required for the rational design of soil trenches.
Oh Won Taek   +3 more
doaj   +1 more source

Home - About - Disclaimer - Privacy