Results 91 to 100 of about 1,481 (218)
Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland). [PDF]
Shynkarenko A +8 more
europepmc +1 more source
A variety of soil classification charts have been proposed in the literature to identify soil behavior type (SBT) based on piezocone penetration test (CPTU).
Songyu Liu +11 more
core +1 more source
Protocol for the YORKSURe prospective multistage study testing the feasibility for early detection of bladder cancer in populations with high disease-specific mortality risk. [PDF]
Catto JW +8 more
europepmc +1 more source
Large scale model testing of CPTU in sand
Feltundersøkelser er viktig innenfor geoteknisk prosjektering, og kan være uunværlig for å unngå jordskred. CPTU-testen er en viktig feltundersøkelse på grunn av at det er en metode som er enkel og tilgjengelig å bruke, i tillegg til at den er kostnadseffektiv.
Eidem, Karina Trøan +1 more
openaire +2 more sources
CPT-DMT Correlations on Regional Soils from Croatia. [PDF]
Grabar K +3 more
europepmc +1 more source
Cone penetration index for soil behaviour type prediction. [PDF]
Sodré DJR.
europepmc +1 more source
Soft Soil Overconsolidation and CPTU Dissipation Test
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.
Bałachowski, L.
core
Favipiravir exposure and pregnancy outcome of COVID-19 patients. [PDF]
Tırmıkçıoğlu Z.
europepmc +1 more source
CPTU and DMT for estimating soil unit weight of Lake Bonneville clay
This paper discusses the use of piezecone penetration test (CPTU) and flat-plate dilatometer (DMT) for estimating the soil unit weight of the Lake Bonneville clay in Salt Lake City, Utah. Soil unit weight is required when calculating net cone resistance,
Lawton, E. C. +2 more
core
The determination of earth pressure is a key element for the design of retaining structures of deep excavations. However, the existing earth pressure models can not reasonably consider the change of soil properties induced by excavation activities.
LIU Songyu 1, 2, LAI Fengwen 3, CAI Guojun 4, LI Hongjiang 1, LU Taishan 1, ZHANG Chaozhe 1
doaj +1 more source

