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THE INFLUENCE OF PARENT ROCK FACTOR AND MECHANICAL STABILIZATION ON THE GEOTECHNICAL PROPERTIES OF SOME RESIDUAL LATERITIC SOILS FROM PARTS OF IBADAN, SOUTHWESTERN NIGERIA OGUNNAIKE, OLUGBENGA KEHINDE MATRIC NUMBER- 116740 UNIVERSITY OF IBADAN B. Sc Thesis, final year project research work, April 2007

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RESEARCH OBJECTIVES ,[object Object],[object Object],[object Object]

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IRJET- Stabilization of Lithomargic Soil using Fly Ash and Construction Demol...

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Course+outline+1 soil+mechanics

Course+outline+1 soil+mechanics

Course+outline+1 soil+mechanics

Soil mechanics note

Soil mechanics note

Soil mechanics note

The problem confronting roads in Nigeria is increasing immensely. It is ranging from folding or deflection of road surface and cracking due to improper investigation, soil stabilization and consolidation. Soil stabilization is of great importance because it is used to improve on site materials to create a solid and strong sub base and base coarses. Unsatisfactory soil and solids structures which do not have the desired quality as an engineering material need stabilization so as to improve its engineering material for better construction. This work is aimed at determining structural analysis of stabilization and consolidation settlement of soil structure interaction. This is done to ascertain the effect of soil stabilization of selected laterite using cement, lime and bitumen. Liquid limit test, compaction test, Plastic limit test and California Bearing Ratio CBR test were conducted using comparing Mechanical, Chemical, Cement and Bio Enzymatic stabilization method. It was observed that Cement stabilization is the best option as it could effectively implemented in this work. Ohaofia soil that is treated with 10 ordinary Portland cement can be recommended to be used as Base coarse for road construction. This is because its mixture satisfies both the strength and durability requirement that were set by different agencies for the Base coarse materials. While for Isikwuato soil was treated with 8 bitumen is recommended for Road Sub base surface as it gave the highest CBR value. It is observed that Lime is not a good stabilizer for road construction, but the CBR value achieved met up required standard for Road and Bridges. Based on the various results obtained, it is recommended that utilization of the locally available soil should be given due consideration for upcoming road construction within the study area and Cement stabilization is more suitable for road construction. Onyeka, F. C "Structural Analysis of Stabilization and Consolidation Settlement of Selected Laterite Soil using Cement Lime and Butimen" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1 , December 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29415.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/29415/structural-analysis-of-stabilization-and-consolidation-settlement-of-selected-laterite-soil-using-cement-lime-and-butimen/onyeka-f-c

Structural Analysis of Stabilization and Consolidation Settlement of Selected...

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Structural Analysis of Stabilization and Consolidation Settlement of Selected...

Sm Chapter I

Introduction to Soil Structure

Introduction to Soil Structure

Introduction to Soil Structure

Mr Amol Ghogare

Decreasing availability of good construction sites and increasing construction activities for infrastructural developments throughout the world has forced the civil engineers to utilize unsuitable sites or weak soil. So for sustainable infrastructural development, there is a need to utilize these type of unsuitable land by the use of ground improvement techniques. There are different ground improvement techniques to stabilize the poor ground in which soil reinforcement is an effective and reliable technique. The objective of the present study was to determine the effects of the geo-grid reinforcement on the bearing capacity of sand. The model tests have been conducted using square footing at u/B=0.25 & 0.55. The average relative density kept up throughout all the tests is 65%. The sand is reinforced by multiple layers (1, 2, 3 & 4) of geo-grid. The ultimate bearing capacity of sand with square footing was computed by load-settlement curve. By these load-settlement curve, an appreciable increase in bearing capacity of sand was observed as the depth to the first layer of reinforcement increased. The optimum depth of placement of the first layer was 0.5B.

Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand

Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand

Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand

Reinforced soil structure and geotextile

Reinforced soil structure and geotextile

Reinforced soil structure and geotextile

KLS GOGTE INSTITUTE OF TECHNOLOGY, BELAGAVI

A review on effects

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Alexander Decker

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Geosynthetics- Types, and their use in Retaining Walls

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Abhishek Bharti

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rajashekar bollu

Geotechnical research group - Aarhus University Denmark

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There is tremendouseffort required to treat the soft soil for laying foundation over it. In recentera researchers found little success to treat such a heterogeneous soft soil.The Geosynthetically encased stone column for improving such soft soil is nowproven to be most effective one. Many researchers worked and proven theeffectiveness of this method. Plenty of researchers worked on soft soilimprovement using Geosynthetically encased stone column. Most of the researchwork done on unit cell idealization basis and the stone column rested overrigid bottom base of unit cell. However it is not necessary to have firm layeralways available during actual field condition. So the present research work isall about treating the soft soil with Geosynthetically reinforced floatingstone column. The bottom of the stone columns is rested over soft soil itself.Four types of Geosynthetic materials are used as an encasement. The loadsettlement responses were measured to know the effects of types ofreinforcement on load settlement behaviour of floating stone column.

A STUDY ON EFFECTS OF GEOSYNTHETIC ENCASEMENT ON FLOATING STONE COLUMN

A STUDY ON EFFECTS OF GEOSYNTHETIC ENCASEMENT ON FLOATING STONE COLUMN

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IAEME Publication

Time, in the globalized world, is one of the most important factors about the economy, science and health. Mankind has made various efforts to use time efficiently for many years. In these studies transport came to the fore and it has become indispensable. In the light of today's technological conditions, air transport is developing at an increasing rate. Every day many aircrafts are produced, which have different speeds, weight and volume, for serve to transport. Therefore to make structures for easy and safe transport need a stable soil. Particularly suitable areas for the airport grounds in cities today, not being physically proper that construction of the airport made on soil with low bearing capacity, swelling potential of an expansive soil, settlement of soil etc, areas. In this study, soil problems encountered in the construction of airports will be explained and a summary of studies on the solution of these problems will be presented.

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Structural Analysis of Stabilization and Consolidation Settlement of Selected...

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Sm Chapter I

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Performance Study of Square Footing Resting Over Geo-Grid Reinforced Sand

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Reinforced soil structure and geotextile

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A review on effects

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Geotechnical research group - Aarhus University Denmark

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Slopestability

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Little to none has been known about some soils excavated for backfilling purposes in Anambra State, Southeastern Nigeria. Thus, this study, which involved literature reviews, field sampling, and integrated geotechnical analyses, presents an assessment of their engineering properties and suitability as backfill (foundation, embankment, subgrade, and base) materials. Eight soil samples (ABG, NIM, OZB, NKA, OKJ, ORK, ULI, and NBI) from eight borrow pits were studied. Grain-size analysis revealed that the eight soils are dominantly composed of medium-coarse grains. Laboratory USCS identified and grouped the soils into five “ GP, SW, SP, SC and CL. Their permeability coefficients ranged from 4.22x10-6 to 4.34x10-4m/sec, hence they are permeable. Compaction test revealed MDD range of 1.76“1.94g/cm3, OMC range of 13.29“17.10%, and bulk density range of 1.68“1.90g/cm3. Their specific gravity ranged from 2.55-2.69. The soils have low natural moisture content, ranging from 1.61-8.00%. Atterberg limits of the fines showed that they are nonplastic to low plastic materials, with the highest PI as 12% (for the CL soil). The soils have low cohesion (0.66“6.72kPa) but high frictional angle (32.54“36.47o), except for the CL soil which has 27.31kPa cohesion and 19.34o friction angle. From the findings, it was deduced that, generally, these soils are good backfilling materials, though to varying degrees (SW?GP?SP?SC?CL), because of differences in their engineering properties. However, factors that could alter their good characteristics and suitability were discussed and recommendations given. Johnbosco C. Egbueri | Ogbonnaya Igwe | Chidiebere H. Nnamani"Assessment of the Engineering Properties and Suitability of Some Tropical Soils as Backfill Materials" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-1 , December 2017, URL: http://www.ijtsrd.com/papers/ijtsrd7041.pdf http://www.ijtsrd.com/other-scientific-research-area/geology/7041/assessment-of-the-engineering-properties-and-suitability-of-some-tropical-soils-as-backfill-materials/johnbosco-c-egbueri

Assessment of the Engineering Properties and Suitability of Some Tropical Soi...

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Lateritic soil is one of the main soil types in the tropical countries like India for basic construction works. Since lateritic soils are the main underlying soil structure in coastal Karnataka, its detailed study of mineralogical properties is of utmost importance. The study area chosen is Udupi district and samples were procured from coastal plains and hinterland regions. The samples taken from each places (three layers-top, middle and bottom at around 2.5-3 m depth) were collected in zip locked polythene bags and were oven dried at 1050 Celsius for 24 hours and then passed through 75 μm IS sieve size. For clear images of the soil structure and for identification of elements, samples were coated with gold sputtering. These samples were tested by Scanning Electron Microscope (SEM) and Energy Dispersive X-Ray Spectroscopy (EDAX/EDS) and analyzed. SEM results show various minerals present in the samples. EDAX results show the percentage of each element (like C, O, Si, K, Cu, Ti, Mg etc) present in the sample. Therefore it can be concluded that laterites change their composition from iron to aluminium resulting in bauxite ore as one moves towards north in the coastal belt of Karnataka.

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rock presentation - Copy.pptx

rock presentation - Copy.pptx

2 article azojete vol 7 14 23

2 article azojete vol 7 14 23

2 article azojete vol 7 14 23

The need for near-surface soils and rocks characterization at planned construction sites, using geophysical techniques, has grown rapidly during the last few decades to map the variations in the soil stiffness and the depth to bedrock. Although borehole data are important in geotechnical engineering, providing information on stability and strength of soils and rocks, it is limited to a few points. To take borehole data on the hole construction site becomes necessary increase the borehole density, which makes the project very expensive. Geophysical techniques have the advantage in collecting information of large volume of soils and rocks in its natural state. The Soyo Road was opened to traffic in 2017 but, due to the lack on soils and rocks physic-mechanical properties information, there is still to complete a section of about 700 meters in the mangrove zone. Geophysical techniques were applied with the main goal of providing technical information, essential for the completion of the targeted road section. Electrical resistivity data was recorded along a profile of 820m long, using forty-two electrodes20-meter spaced, under pole-dipole array. Seismic measurements were taken using twenty-four geophones, 5-meter spaced, 115-meter length spread. Five seismic spreads were connected, generating a seismic line of 575-meters long. Measured geophysical data were processed using EarthImager 2D, SeisImager/2D and SeisImager/SWpackages. Electrical resistivity section shows two zones, the first associated with unconsolidated and/or poorly consolidated soils, composed by clay, silt, sandy, carbonated rocks mixed with sloth and organic clay and, the second associated with rock, composed by clay, all them saturated with marine saltwater. Seismic refraction section shows an interface separating non-compacted soils and unconsolidated rocks to compacted soils. Multi-channel analysis of surface waves model shows an alternating sequence of horizontal horizons in the investigated first ≈25-meter depth, composed by non-compacted soils and/or unconsolidated rocks and compacted soils. Due to its shear velocity values the site is constituted by soft and stiff soils, composed by homogeneous organic matter and elements of mineral origin, responsible for the ruptures and landslides that occurred and for the sinking of the structures built on the site.

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Engineering geophysical investigation around ungwan doka, shika area within t...

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Engineering geophysical investigation around ungwan doka, shika area within t...

Alexander Decker

Atterberg Limits were initially defined in 1911, by Albert Atterberg, a Swedish scientist. Their purposes are to classifying cohesive soils and determine engineering properties of soils. According to ASTM, all the soils tested by Atterberg limits should be oven dried, it is because drying the soils in different degree will alter their properties significantly. Some of the physical properties of soils will undergo changes that appear to be permanent. Therefore, the soil samples should be in natural or air-dried form. However, in reality, due to time constraint and other factors, many will run the tests by using soil samples that are prepared by oven drying method. They assumed that there is no difference between the results of two types of drying method. However, in reality, the properties of soil will be affected and thus give a misleading result. The objective of this study is to determine the effect of two drying methods, air-drying method and oven drying method, on the soil plasticity. Six soil samples from different cities were tested. These tests include sieve analysis, specific gravity test, hydrometer analysis, Plastic limit and liquid limit test. Conclusively, the oven drying method could not replace the air-drying method in soil preparation for both Atterberg limits tests.

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UNIT -1 INTRODUCTION, WHY GEOLOGY ???, GEOLOGY, Main and Allied Branch of Geology, Physical Geology, Mineralogy, Petrology, Structural Geology, Historical Geology, Palaeontology Economic Geology, Engineering Geology, Mining Geology Geo physics, Geo Hydrology, Geo Chemistry, Scope of Geology Importance of Geology in Civil Engineering, General Geology Geological Agents, Exogenous Geological Agents, Endogenous Geological Agents, Weathering of Rocks, Mechanical, Weathering, Chemical weathering, Biological Weathering, Earth Structure, Atmosphere, Troposphere, Stratosphere, Mesosphere, Thermosphere, Exosphere, Earth Interior Structure, Lithosphere, Crust, Mantle Core, Tectonic Plates, Types of Plate Boundaries, Plates collide = convergent boundary, Plates separate = divergent boundary Plates slide past one another = transform boundary.

Introduction of Engineering Geology

Introduction of Engineering Geology

Introduction of Engineering Geology

Applicability of the volcanic rock aggregates in the construction industry are still in the stage of exploration of finding best building materials. Usage of volcanic rock as an aggregate could prove one global identity of Rwanda in Infrastructure engineering as the place has abundance of rich volcanic rocks especially in the north-western part. This paper investigates the engineering behavior of volcanic rock aggregates with respect to performance standards e.g. compressive strength, point load test, and permeability analysis. Tested on International Standards of ASTM D4630-96(2008) and UNIEN 1926:2006, the outcome of the study is compared with one of the recent work on similar direction [19] to find volcanic rock aggregates from Rwanda could be suitably use in construction industry.

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

IAEME Publication

ENGINEERING GEOLOGY

ENGINEERING GEOLOGY

ENGINEERING GEOLOGY

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INTRODUCTION TO GEOLOGY

INTRODUCTION TO GEOLOGY

Effects of steel mill scale on the strength characteristics of expansive clay...

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Alexander Decker

This paper investigated the geotechnical properties of lateritic soil stabilized with periwinkle shell ash in road construction. The natural lateritic soil sample was gotten from Federal University of Technology, Akure and stabilized with 0, 2,4, 6, 8 and 10% of the periwinkle shell ash and were subjected to tests such as natural moisture content, specific gravity, atterberg's limit, compaction, california bearing ratio and unconfined compressive strength. The result of the classification tests shows that the natural lateritic soil is poor for road construction. The engineering value of the soil sample was enhanced by the addition of periwinkle shell ash. The optimum percentage by weight of soil of periwinkle shell ash for improvement of the strength of the lateritic soil is 6%. The periwinkle shell ash enhanced the suitability of the soil sample for its use as subgrade and subbase.

Geotechnical Properties of Lateritic Soil Stabilized with Periwinkle Shell As...

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INFOGAIN PUBLICATION

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Alexander Decker

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Assessment of the Engineering Properties and Suitability of Some Tropical Soi...

Assessment of the Engineering Properties and Suitability of Some Tropical Soi...

Assessment of the Engineering Properties and Suitability of Some Tropical Soi...

Ijciet 10 02_081

Ijciet 10 02_081

Ijciet 10 02_081

GTE MP.docx

rock presentation - Copy.pptx

rock presentation - Copy.pptx

rock presentation - Copy.pptx

2 article azojete vol 7 14 23

2 article azojete vol 7 14 23

2 article azojete vol 7 14 23

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Geotechnical Characterization on the Soyo Road Section using Electrical Resis...

Engineering geophysical investigation around ungwan doka, shika area within t...

Engineering geophysical investigation around ungwan doka, shika area within t...

Engineering geophysical investigation around ungwan doka, shika area within t...

Effects of Soil and Air Drying Methods on Soil Plasticity of Different Cities...

Effects of Soil and Air Drying Methods on Soil Plasticity of Different Cities...

Effects of Soil and Air Drying Methods on Soil Plasticity of Different Cities...

Introduction of Engineering Geology

Introduction of Engineering Geology

Introduction of Engineering Geology

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

ENGINEERING CHARACTERISTICS OF VOLCANIC ROCK AGGREGATES OF RWANDA

ENGINEERING GEOLOGY

ENGINEERING GEOLOGY

ENGINEERING GEOLOGY

INTRODUCTION TO GEOLOGY

INTRODUCTION TO GEOLOGY

INTRODUCTION TO GEOLOGY

Effects of steel mill scale on the strength characteristics of expansive clay...

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Effects of steel mill scale on the strength characteristics of expansive clay...

Geotechnical Properties of Lateritic Soil Stabilized with Periwinkle Shell As...

Geotechnical Properties of Lateritic Soil Stabilized with Periwinkle Shell As...

Geotechnical Properties of Lateritic Soil Stabilized with Periwinkle Shell As...

INFLUENCE OF SOIL-STRUCTURE INTERACTION ON RESPONSE OF A MULTI-STORIED BUILDI...

INFLUENCE OF SOIL-STRUCTURE INTERACTION ON RESPONSE OF A MULTI-STORIED BUILDI...

INFLUENCE OF SOIL-STRUCTURE INTERACTION ON RESPONSE OF A MULTI-STORIED BUILDI...

Experimental Study on Variation of Compaction Characteristics of a Lime Stabi...

Experimental Study on Variation of Compaction Characteristics of a Lime Stabi...

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Engineering Geology I Report-MALEKHU

Engineering Geology I Report-MALEKHU

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Abhishek Deb(1), Mr Abdul Kalam(2) M. Des (UX) , School of Design, DIT University , Dehradun. This paper explores the future potential of AI-enabled smartphone processors, aiming to investigate the advancements, capabilities, and implications of integrating artificial intelligence (AI) into smartphone technology. The research study goals consist of evaluating the development of AI in mobile phone processors, analyzing the existing state as well as abilities of AI-enabled cpus determining future patterns as well as chances together with reviewing obstacles as well as factors to consider for more growth.

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In the thrilling conclusion to 2023, ransomware groups had a banner year, really outdoing themselves in the "make everyone's life miserable" department. LockBit 3.0 took gold in the hacking olympics, followed by the plucky upstarts Clop and ALPHV/BlackCat. Apparently, 48% of organizations were feeling left out and decided to get in on the cyber attack action. Business services won the "most likely to get digitally mugged" award, with education and retail nipping at their heels. Hackers expanded their repertoire beyond boring old encryption to the much more exciting world of extortion. The US, UK and Canada took top honors in the "countries most likely to pay up" category. Bitcoins were the currency of choice for discerning hackers, because who doesn't love untraceable money?

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Overkill Security

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

Product Anonymous

Scaling API-first – The story of a global engineering organization Ian Reasor, Senior Computer Scientist - Adobe Radu Cotescu, Senior Computer Scientist - Adobe Apidays New York 2024: The API Economy in the AI Era (April 30 & May 1, 2024) ------ Check out our conferences at https://www.apidays.global/ Do you want to sponsor or talk at one of our conferences? https://apidays.typeform.com/to/ILJeAaV8 Learn more on APIscene, the global media made by the community for the community: https://www.apiscene.io Explore the API ecosystem with the API Landscape: https://apilandscape.apiscene.io/

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

The Good, the Bad and the Governed - Why is governance a dirty word? David O'Neill, Chief Operating Officer - APIContext Apidays New York 2024: The API Economy in the AI Era (April 30 & May 1, 2024) ------ Check out our conferences at https://www.apidays.global/ Do you want to sponsor or talk at one of our conferences? https://apidays.typeform.com/to/ILJeAaV8 Learn more on APIscene, the global media made by the community for the community: https://www.apiscene.io Explore the API ecosystem with the API Landscape: https://apilandscape.apiscene.io/

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Building Digital Trust in a Digital Economy Veronica Tan, Director - Cyber Security Agency of Singapore Apidays Singapore 2024: Connecting Customers, Business and Technology (April 17 & 18, 2024) ------ Check out our conferences at https://www.apidays.global/ Do you want to sponsor or talk at one of our conferences? https://apidays.typeform.com/to/ILJeAaV8 Learn more on APIscene, the global media made by the community for the community: https://www.apiscene.io Explore the API ecosystem with the API Landscape: https://apilandscape.apiscene.io/

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

DBX First Quarter 2024 Investor Presentation

DBX First Quarter 2024 Investor Presentation

DBX First Quarter 2024 Investor Presentation

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

Strategies for Landing an Oracle DBA Job as a Fresher

Strategies for Landing an Oracle DBA Job as a Fresher

Strategies for Landing an Oracle DBA Job as a Fresher

Remote DBA Services

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

GenAI Risks & Security Meetup 01052024.pdf

GenAI Risks & Security Meetup 01052024.pdf

GenAI Risks & Security Meetup 01052024.pdf

Accelerating FinTech Innovation: Unleashing API Economy and GenAI Vasa Krishnan, Chief Technology Officer - FinResults Apidays New York 2024: The API Economy in the AI Era (April 30 & May 1, 2024) ------ Check out our conferences at https://www.apidays.global/ Do you want to sponsor or talk at one of our conferences? https://apidays.typeform.com/to/ILJeAaV8 Learn more on APIscene, the global media made by the community for the community: https://www.apiscene.io Explore the API ecosystem with the API Landscape: https://apilandscape.apiscene.io/

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

Created by Mozilla Research in 2012 and now part of Linux Foundation Europe, the Servo project is an experimental rendering engine written in Rust. It combines memory safety and concurrency to create an independent, modular, and embeddable rendering engine that adheres to web standards. Stewardship of Servo moved from Mozilla Research to the Linux Foundation in 2020, where its mission remains unchanged. After some slow years, in 2023 there has been renewed activity on the project, with a roadmap now focused on improving the engine’s CSS 2 conformance, exploring Android support, and making Servo a practical embeddable rendering engine. In this presentation, Rakhi Sharma reviews the status of the project, our recent developments in 2023, our collaboration with Tauri to make Servo an easy-to-use embeddable rendering engine, and our plans for the future to make Servo an alternative web rendering engine for the embedded devices industry. (c) Embedded Open Source Summit 2024 April 16-18, 2024 Seattle, Washington (US) https://events.linuxfoundation.org/embedded-open-source-summit/ https://ossna2024.sched.com/event/1aBNF/a-year-of-servo-reboot-where-are-we-now-rakhi-sharma-igalia

A Year of the Servo Reboot: Where Are We Now?

A Year of the Servo Reboot: Where Are We Now?

A Year of the Servo Reboot: Where Are We Now?

Último (20)

Artificial Intelligence Chap.5 : Uncertainty

Artificial Intelligence Chap.5 : Uncertainty

Artificial Intelligence Chap.5 : Uncertainty

AXA XL - Insurer Innovation Award Americas 2024

AXA XL - Insurer Innovation Award Americas 2024

AXA XL - Insurer Innovation Award Americas 2024

Data Cloud, More than a CDP by Matt Robison

Data Cloud, More than a CDP by Matt Robison

Data Cloud, More than a CDP by Matt Robison

Architecting Cloud Native Applications

Architecting Cloud Native Applications

Architecting Cloud Native Applications

presentation ICT roal in 21st century education

presentation ICT roal in 21st century education

presentation ICT roal in 21st century education

A Beginners Guide to Building a RAG App Using Open Source Milvus

A Beginners Guide to Building a RAG App Using Open Source Milvus

A Beginners Guide to Building a RAG App Using Open Source Milvus

Exploring the Future Potential of AI-Enabled Smartphone Processors

Exploring the Future Potential of AI-Enabled Smartphone Processors

Exploring the Future Potential of AI-Enabled Smartphone Processors

Navi Mumbai Call Girls 🥰 8617370543 Service Offer VIP Hot Model

Navi Mumbai Call Girls 🥰 8617370543 Service Offer VIP Hot Model

Navi Mumbai Call Girls 🥰 8617370543 Service Offer VIP Hot Model

Ransomware_Q4_2023. The report. [EN].pdf

Ransomware_Q4_2023. The report. [EN].pdf

Ransomware_Q4_2023. The report. [EN].pdf

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

ProductAnonymous-April2024-WinProductDiscovery-MelissaKlemke

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

Apidays New York 2024 - Scaling API-first by Ian Reasor and Radu Cotescu, Adobe

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Apidays New York 2024 - The Good, the Bad and the Governed by David O'Neill, ...

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

Apidays Singapore 2024 - Building Digital Trust in a Digital Economy by Veron...

DBX First Quarter 2024 Investor Presentation

DBX First Quarter 2024 Investor Presentation

DBX First Quarter 2024 Investor Presentation

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

EMPOWERMENT TECHNOLOGY GRADE 11 QUARTER 2 REVIEWER

Strategies for Landing an Oracle DBA Job as a Fresher

Strategies for Landing an Oracle DBA Job as a Fresher

Strategies for Landing an Oracle DBA Job as a Fresher

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

Repurposing LNG terminals for Hydrogen Ammonia: Feasibility and Cost Saving

GenAI Risks & Security Meetup 01052024.pdf

GenAI Risks & Security Meetup 01052024.pdf

GenAI Risks & Security Meetup 01052024.pdf

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

Apidays New York 2024 - Accelerating FinTech Innovation by Vasa Krishnan, Fin...

A Year of the Servo Reboot: Where Are We Now?

A Year of the Servo Reboot: Where Are We Now?

A Year of the Servo Reboot: Where Are We Now?

Project Presentation

1. THE INFLUENCE OF PARENT ROCK FACTOR AND MECHANICAL STABILIZATION ON THE GEOTECHNICAL PROPERTIES OF SOME RESIDUAL LATERITIC SOILS FROM PARTS OF IBADAN, SOUTHWESTERN NIGERIA OGUNNAIKE, OLUGBENGA KEHINDE MATRIC NUMBER- 116740 UNIVERSITY OF IBADAN B. Sc Thesis, final year project research work, April 2007

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