Site Logo E-PROJECTTOPICS

DISTRIBUTION OF ENGINEERING PROPERTIES OF SOILS USED IN HIGHWAY CONSTRUCTION

(A CASE STUDY OF NIGERIA)


📝


Presented To


Engineering Department

📄 Pages: 80       🧠 Words: 11203       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 192      

⬇️ Download (Complete Report) Now!

ABSTRACT
Sands, clays, and shales (Ti) of Illaro formation from the Tertiary era are of A-7-5 classification. Shales and round stone (Kro) of Nkporo shale group formed from cretaceous era have A-7-5, A-2- 7 and A-6 classification; Shales, and limestone (Kwn) of Agwu-Ndeaboh shale group formed from cretaceous era are classified as A-6, A-2-7, and A-7-5; while black shale and siltstone (Kea) of Eze Aku shale group formed from cretaceous era have A-2-6, and A-7-6 classifications. Granitoids (Pcg) of older granites series in basement complex formed from Pan Africa era are mainly A-7-6, A-7-5 with few A-6, and A-2-6 classifications; Gneiss migmatate complex (Pcb) of Migmatate Gneiss schist complex formed from Basement complex of Precambrian era have A-2-4, A-2-6, A-2-7, A-7-5, and A-7-6 classifications; Meta-sediments/Volcanics Gneiss formed from Migmatate Gneiss schist complex of Basement era have A-4, A-6, A-7-5 and A-7-6. Generally, it is observed that the lower the Atterberg limits, the better the materials. The sub grade materials in the North central zone have the percentage passing BS No 200 sieve from 7 to 94, while the liquid limit value ranged from non plastic (NP) to 72 % and 7 plasticity index ranged from non plastic (NP) to 46 %. The soils used for sub-grade are suitable except in few locations where the specification was not met. The sub grade materials in the North east zone have the percentage passing BS No 200 sieve from 10 to 93, while the liquid limit value ranged from NP to 61 % and plasticity index ranged from NP to 33 %. Suitable materials were met except in few locations where the specifications were not met. The sub grade materials in the North west zone have the percentage passing BS No 200 sieve from 2 to 89, while the liquid limit value ranged from NP to 77 and plasticity index ranged from NP to 45. The soils are of good qualities in most locations except in few areas with very fine soil where percentage passing BS No 200 sieve is greater than 35, with high value of liquid limit These make the soils to be susceptible to high volume changes upon contact or withdrawal of moisture. The sub grade materials in the South west zone have the percentage passing BS No 200 sieve from 9 to 56, while the liquid limit value ranged from NP to 65 % and plasticity index ranged from NP to 28 %. The percentage passing BS No 200 sieve for sub grade materials in the South east zone have ranged from 7 to 94, while the liquid limit ranged from NP to 72 % and plasticity index ranged from NP to 46 %. The material was very fine and this region had stone base and soil-cement in their base course. The percentage passing BS No 200 sieve for sub grade materials in the South south zone ranged from 15 to 60, while the liquid limit value ranged from NP to 70 % and 8 plasticity index ranged from NP to 44 %. The material is very fine. This region has stone base and soil cement in their base course.

PLEASE NOTE

This material is a comprehensive and well-written project, structured into Chapter (1 to 5) for clarity and depth.


To access the full material click the download button below


OR


Contact our support team via Call/WhatsApp: 09019904113 for further inquiries.

Thank you for choosing us!

📄 Pages: 80       🧠 Words: 11203       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 192      

⬇️ Download (Complete Report) Now!

🔗 Related Topics

Development of an Optimal Reconfiguration Algorithm for Radial Distribution Electrical Power Networks DETERMINATION OF THE AMOUNT OF DYE EXTRACTED FROM PLANTS AND EXAMINATION OF THEIR FASTNESS PROPERTIES TO COTTON FABRICS PERFORMANCE EVATUATTON OF IRRIGATION WATER DISTRIBUTION SYSTEMS OF THE KANO RIVER PROJECT Suitability Assessment of Kurumu, Garin-maiganga, Gindiakwati and Ogboyoba Coal Deposit Properties for Power Generation SCILCRETE AS A CONSTRUCTION MATERIAL FOR LOW COST HOUSING DEVELOPMENT OF A FIREFLY ALGORITHM BASED ANALYTICAL METHOD FOR OPTIMAL LOCATION AND SIZING OF DISTRIBUTED GENERATION IN RADIAL DISTRIBUTION NETWORKS DESIGN, CONSTRUCTION AND TESTING OF A CHARCOAL FIRED CRUCIBLE FURNACE FOR MELTING OF 10KG OF ALUMINIUM INVESTIGATION OF MECHANICAL PROPERTIES OF ZEOLITE-Y AND ZSM-5 CATALYSTS SYNTHESIZED FROM LOCALLY AVAILABLE CLAYS CHARACTERISATION OF REINFORCING STEEL BARS IN THE NIGERIAN CONSTRUCTION INDUSTRY INVESTIGATION OF THE THERMAL PROPERTIES OF WOOD ASH AND CLAY-SAWDUST MIXTURE FOR USE AS INSULATION MATERIALS IN A ROCKET STOVE DESIGN, CONSTRUCTION AND TESTING OF A ZEOLITE-WATER SOLAR ADSORPTION REFRIGERATOR DESIGN, CONSTRUCTION AND PERFORMANCE EVALUATION OF A LIQUIFIED PETROLEUM GAS INCUBATOR Comparative Construction Costs in Nigeria DESIGN AND CONSTRUCTION OF A LIGHT ACTIVATED REMOTE CONTROLLED FAN REGULATOR RADIAL DISTRIBUTION NETWORK MODELING AND ANALYSIS CONSIDERING POWER FLOW AND RECONFIGURATION A STOCHASTIC LINEAR PROGRAMMING APPROACH FOR THE PRODUCTION, DISTRIBUTION AND INVENTORY SYSTEMS OF THE NIGERIAN BOTTLING COMPANY (NBC) EFFECT OF DATE SEED POWDER FILLER ON PROPERTIES OF HIGH-DENSITY POLYETHYLENE FAILURE EVALUATION OF ENGINEERING PROJECTS IN NIGERIA MODELLING OF WATER QUALITY DETERIORATION IN THE DISTRIBUTION NETWORK OF KADUNA METROPOLIS USING MATLAB EFFECTS OF COPPER ADDITION AND SECTION THICKNESS ON SOME MECHANICAL PROPERTIES AND THE MORPHOLOGY OF GRAPHITE FLAKES IN GREY CAST IRON

click on whatsapp