Results 1 to 10 of about 15,151 (166)
Based on the lateral consolidation compression experiment of remolded soil simulating the effects of pile driving and soil squeezing, in this paper, the microstructures of soil with different degrees of lateral consolidation were investigated by a ...
Xiao Zhang +5 more
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The effect of organic carbon content on soil compression characteristics
Rhys Ashton +2 more
exaly +2 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
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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
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Under atmospheric environment conditions, the natural oxidation of expansive soil may occur, and the chemical composition, mineral composition and particle structure of clay particles may change.
NAN Yalin +3 more
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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
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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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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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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
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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
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