Results 1 to 10 of about 14,916 (166)
The effect of organic carbon content on soil compression characteristics
Keith Attenborough +2 more
exaly +2 more sources
In the design phase of housing projects, predicting the settlement of soil layers beneath the buildings requires the estimation of the coefficient of soil compression.
Pijush Samui +5 more
doaj +3 more sources
This study examines the pore water pressure responses and stability of an unsaturated–saturated consolidating slope under the influence of rainfall infiltration.
Eyo Eyo, Samuel Abbey
doaj +1 more source
Under the state of chamber pressure, the pore pressure of conditioned soil will be generated, and it can balance the water pressure in front of the excavation to reduce the level of groundwater infiltration.
ZHAN Yongjie 1, 2, WANG Shuying 1, 2, YANG Xiuzhu 1, WANG Haibo 3
doaj +1 more source
Compression characteristics and models of cohesionless soil
The sediments in the Shenhu sea area of the South China Sea is composed of sand and cohesionless soil, and their mechanical properties have a significant impact on the stability of ocean engineering.
Lu MA
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Using TeX Markup Language for 3D and 2D Geological Plotting
The paper presents technical application of TeX high-level, descriptive markup language for processing geological dataset from soil laboratory. Geotechnical measurements included equivalent soil cohesion, absolute and absolute deformation index, soil ...
Lemenkov Vasiliy, Lemenkova Polina
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ABSTRACT A formulation for the compression of sedimentary soils was attempted by separating the compression type into the rapid process of upper sediments and slow process of subsoils, based on both the experimental results and theoretical consideration.
FUKUE, MASAHARU, OKUSA, SHIGEYASU
openaire +3 more sources
Unlike sedimentary soils, limited studies have dealt with completely decomposed granite (CDG) soils, even though they are plentiful and used extensively in several engineering applications.
Elsayed Elkamhawy +4 more
doaj +1 more source
Variable moduli of soil strain [PDF]
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlinear diagrams qualitatively differ for soils of undisturbed and disturbed structures.
Sultanov Karim +3 more
doaj +1 more source
An elastic-viscous-plastic structured UH model [PDF]
On the basis of the structured unified hardening model (structured UH model) considering soil structured collapse, the time effect is take into account, and an elastic-viscous-plastic structured UH model is extended.
Enyang Zhu, Yihe Wang
doaj +1 more source

