Results 31 to 40 of about 1,872 (191)
Sedimentology, Volume 68, Issue 1, Page 402-424, January 2021., 2021 Abstract Despite increased application of subsurface datasets below the limits of seismic resolution, reconstructing near‐surface deformation of shallow key stratigraphic markers beneath modern alluvial and coastal plains through sediment core analysis has received little attention.
Alessandro Amorosi +7 more
wiley +1 more source
Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]
, 2016 Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core +2 more sources
Landscape waste composting with the aid of effective microorganisms using mechanical crusher machine [PDF]
, 2020 Malaysia is facing an uncontrolled increase in municipal solid waste generation due to population growth and nation development. Part of the waste that is disposed to landfill is landscape waste.
Abdul Hamid, Nor Hazren +6 more
core +2 more sources
The Baltic Journal of Road and Bridge Engineering, 2023 The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also insufficient research on piles in silty soils. Therefore, five cone penetration tests (CPT) and one piezocone penetration test (CPTu) using direct methods ...
Lehar Leetsaar, Leena Korkiala Tanttu
doaj +1 more source
Evaluating Liquefaction Phenomenon Of Silty Sand Using Piezocone Penetration Test (CPTu)
UKaRsT, 2022 Most investigations into liquefaction have focused on clean sandy soils, with time, evidence has grown that liquefaction is often associated with silty sand material. Sibalaya Village, which suffered the greatest damage from the Palu-Donggala earthquake, is dominated by silty sand material.
Johan, Albert +2 more
openaire +2 more sources
The Baltic Journal of Road and Bridge Engineering, 2021 Organic soil is characterised by high compressibility and should be improved so that it can be used for construction. The use of every method of soil improvement requires knowledge of the compressibility parameters.
Iwona Chmielewska
doaj +1 more source
MPM simulations of the impact of fast landslides on retaining dams [PDF]
, 2018 Possible protection systems against flow-like landslides are earth dams built to stop or deviate the flow. The evaluation of impact forces on the structures is still based on oversimplified empirical approaches, which may lead to a very conservative ...
Ceccato, Francesca +2 more
core +1 more source
Yantu gongcheng xuebao, 2022 The cone penetration test (CPT) is a commonly used technique to identify the liquefaction of sandy soil in the world but it cannot reflect the influences of pore water pressure (pore pressure) on the liquefaction behavior. The piezocone penetration test (
DUAN Wei1, 2, , CAI Guo-jun 2, 3, LIU Song-yu 2, ZHAO Ze-ning 2, DONG Xiao-qiang 1, CHEN Rui-feng 2
doaj +1 more source
STUDY ON INTEGRATED LIQUEFACTION HAZARD MAPPING DEVELOPED BY SPT, CPT, DOWNHOLE AND LPI INDEX
Geological Behavior, 2019 This paper aims to investigate liquefaction hazard assessment criteria available in practice which are obtained by geotechnical tests. In this study, developed indices for evaluation of liquefaction potential of susceptible soils under earthquake ...
Babak Jamhiri, Mohammad Parsaeimaram
doaj +1 more source
A Natural Seismic Isolating System: The Buried Mangrove Effects [PDF]
, 2011 The Belleplaine test site, located in the island of Guadeloupe (French Lesser Antilles) includes a three-accelerometer vertical array, designed for liquefac- tion studies.
Foray, Pierre +4 more
core +5 more sources