34   Artículos

 
en línea
Sachin Gowda, Vaishakh Kunjar, Aakash Gupta, Govindaswamy Kavitha, Bishnu Kant Shukla and Parveen Sihag    
In the realm of urban geotechnical infrastructure development, accurate estimation of the California Bearing Ratio (CBR), a key indicator of the strength of unbound granular material and subgrade soil, is paramount for pavement design. Traditional labora... ver más
Revista: Urban Science    Formato: Electrónico

 
en línea
Syed Samran Ali Shah, Abdul Rahim Asif, Waqas Ahmed, Ihtisham Islam, Muhammad Waseem, Hammad Tariq Janjuhah and George Kontakiotis    
Shear modulus (SM) and damping ratio (DR) are significant in seismic design and the performance of geotechnical systems. The evaluation of soil reactions to dynamic loads, such as earthquakes, blasts, train, and traffic vibrations, necessitates the estim... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Yeong-Ho Kwak, Seung-Yong Kim, Young-Shin Go, Dong-Hun Lee, Ha-Yun Song, Sang Ok Chung, Jeong Bae Kim and Bohyung Choi    
We integrated stomach content analysis (SCA) and stable isotope analysis (SIA) to understand ontogenetic niche shifts in the invasive freshwater fish, bluegill, Lepomis macrochirus, inhabiting the Yedang Reservoir in Korea. Based on the total length (TL)... ver más
Revista: Water    Formato: Electrónico

 
en línea
Jacques Carvalho Ribeiro Filho, Eunice Maia de Andrade, Maria Simas Guerreiro, Helba Araújo de Queiroz Palácio and José Bandeira Brasil    
Soil?s physical and hydrological properties influence the proper modeling, planning, and management of water resources and soil conservation. In areas of vertic soils subjected to wetting and drying cycles, the soil?water?atmosphere interaction is comple... ver más
Revista: Hydrology    Formato: Electrónico

 
en línea
Brendan C. O?Kelly, Jacinto Alonso-Azcárate and José Manuel Moreno-Maroto    
The remolding toughness property of fine-grained soil has not been investigated that much, mainly because it has not lent easily to direct measurement, with soil toughness usually qualitatively described. In practical terms, as the plastic limit wP is ap... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Tariq Ahmed Awan, Muhammad Usman Arshid, Malik Sarmad Riaz, Moustafa Houda, Mirvat Abdallah, Muhammad Shahkar, Mirsina Mousavi Aghdam and Marc Azab    
Geotechnical investigation, in hilly areas, for high-rise projects, becomes a problematic issue and costly process due to difficulties in mobilization and assembling the drilling equipment on mountainous terrains. The objective of this study is to map so... ver más
Revista: ISPRS International Journal of Geo-Information    Formato: Electrónico

 
en línea
Mohamed A. H. Sakr, Ali E. Omar, Antoaneta Ene and Mohamed Y. Hanfi    
Swelling soil leads to many types of constructional damages, deformations, and failures in the constructions? roads, shoulders, and foundations. Depending on the amount of swell, they can be insignificant, moderate, or massive. This paper presents a meth... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Mohamed B. D. Elsawy, Mohammed F. Alsharekh and Mahmoud Shaban    
Soft soils are commonly located in many regions near seas, oceans, and rivers all over the world. These regions are vital and attractive for population and governments development. Soft soil is classified as problematic soil owing to sustaining low shear... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Honghu Liu, Jing Liu, Xianwei Zhang and Xinyu Liu    
The soil shrink?swell phenomenon produces crack networks and slope instability. However, few studies have involved the continuous shrink?swell process of granite residual soils. The objective of the study is to explore the shrink?swell process of weather... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Linas Balciauskas, Vitalijus Stirke, Andrius Garbaras, Raminta Skipityte and Laima Balciauskiene    
With only periodic and incomplete studies of its diet over time, all with differing methods and conclusions, the degree of omnivory in the bank vole (Clethrionomys glareolus) is not fully clear. We assessed the trophic niche of the species using isotopic... ver más
Revista: Agriculture    Formato: Electrónico

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