Temat: soft soil - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Soft Soil Overconsolidation and CPTU Dissipation Test
Autorzy:: Bałachowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/241488.pdf
Data publikacji:: 2006
Wydawca:: Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:: CPTU
DMT
pore pressure
stress history
soft soil
Opis:: Stress state and stress history of subsoil under the flood embankment was evaluated with CPTU and DMT tests. The CPTU dissipation tests in soft soils under the central part of the embankment and on the upstream and downstream sides were performed. The shape of pore water dissipation curve reflects stress state and stress history. Monotonic decay of water pore pressure was found for normally consolidated soils. Dilatory pore pressure response is typical for overconsolidated soils. Methods for the flow characteristics determination (coefficient of consolidation and hydraulic conductivity) were presented.
Źródło:: Archives of Hydro-Engineering and Environmental Mechanics; 2006, 53, 2; 155-180
1231-3726
Pojawia się w:: Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 2.

Tytuł:: Bearing capacity of the working platform with kinematic method
Autorzy:: Białek, K.
Bałachowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/178343.pdf
Data publikacji:: 2015
Wydawca:: Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:: soft soil
undrained shear strength
limit state
failure mechanism
Opis:: Bearing capacity of the working platform for heavy tracks was analysed using Distinct Layout Optimization (DLO) method. The platform layer constructed from cohesionless soils is resting on weak cohesive subgrade. Different thickness of the platform, its effective angle of internal friction and undrained shear strength of the soft soil were taken into consideration. Kinematic method permits different failure mechanisms to be analyzed. Margin of safety for a given load and subsoil conditions was determined using two approaches: increasing the load or decreasing the shear strength up to failure. The results were compared with solution proposed in BRE recommendations.
Źródło:: Studia Geotechnica et Mechanica; 2015, 37, 1; 3-8
0137-6365
2083-831X
Pojawia się w:: Studia Geotechnica et Mechanica
Dostawca treści:: Biblioteka Nauki

Artykuł

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