Results 61 to 70 of about 925 (176)
Plasticity of pseudogley soils in Ub community [PDF]
The paper includes the results of determination of Atterberg plasticity limits of arable (0-25 cm) and subarable (25-50 cm) horizons in 53 pseudogley profiles from the community of Ub.
Gajić Boško
doaj +1 more source
Securing Himalayan slopes today prevents future disasters. This study uses SEM and back analysis to model the unstable Ramche landslide. Results show it is only stable when fully dry, highlighting high monsoon‐season risk. Advanced tools confirm low safety factors, urging proactive slope stabilization in Nepal's vulnerable terrains.
Sanjay Baral +2 more
wiley +1 more source
ABSTRACT Northeastern New Zealand’s sedimentary rocks and soils are particularly vulnerable to landsliding, with some of the highest specific sediment yields, globally. In addition to earthquakes, rainfall is considered an important landslide triggering process.
Jivyde Despojo +4 more
wiley +1 more source
ABSTRACT We describe engineering geological characteristics and failure mechanisms of shallow soil landslides activated on Maungakiekie/One Tree Hill in central Auckland, New Zealand on 27 January 2023. The hill is a scoria cone in the young Auckland Volcanic Field (AVF), and formed ∼60 ka BP.
Gabriel Abazu +4 more
wiley +1 more source
ABSTRACT Northeastern New Zealand has a landscape susceptible to landslides, on account of (1) its proximity to an active plate boundary, (2) steep slopes, (3) young, soft, sedimentary rocks and soils, (4) landuse changes, and (5) rainfall from ex‐tropical cyclones. The interplay of these led to widespread rainfall‐induced landsliding in the first half
Ariane Pola +4 more
wiley +1 more source
Soil management practices and uses, in the integrated crop-livestock-forestry (ICLF) production system, influence the soil properties in different ways.
Flávia Levinski-Huf +1 more
doaj +1 more source
A sustainable stabilization approach using 2% Calcium Lignosulphonate (CLS) and 3% Calcium Sulphate (CS) remarkably improves dispersive soil strength, erosion resistance, and durability. UCS increased from 86 to 198 kPa, CBR from 2.3% to 8.4%, with 61%–67% soil loss reduction.
Farhan Ali +3 more
wiley +1 more source
Effect of motor oil contamination on geotechnical properties of over consolidated clay
The present study deals with the effect of motor oil contamination on the geotechnical properties of over-consolidated clay. Contamination effect and contamination duration are achieved by storing the clay samples in pressurized tank filled with motor ...
Ashraf K. Nazir
doaj +1 more source
Atterberg limits are not appropriate for peat soils [PDF]
This paper reports on the challenges associated with the determination of the Atterberg limits for peat, fundamental issues regarding the appropriateness of Atterberg limit concepts applied to peat and peaty soils and their use in characterising the engineering behaviour of these materials.
openaire +2 more sources
Bioenzymes are organic degradable materials, currently introduced as soil improvement additives. In this experimental study, three types of bioenzymes from three different countries were used to improve Universiti Kebangsaan Malaysia (UKM) soil. UKM soil
Tanveer Ahmed Khan, Mohd Raihan Taha
doaj +1 more source

