QUALITY AND IMPROVEMENT OF BEARING CAPACITY OF SANDY SOIL BY GROUTING
USER'S INSTRUCTIONS: The project work you are about to view is on "quality and improvement of bearing capacity of sandy soil by grouting" Please, sit back and study the below research material carefully. This project topic"quality and improvement of bearing capacity of sandy soil by grouting " have complete 5(five) Chapters. The complete Project Material/writeup include: Abstract + Introduction + etc + Literature Review + methodology + etc + Conclusion + Recommendation + References/Bibliography.Our aim of providing this "quality and improvement of bearing capacity of sandy soil by grouting" project research material is to reduce the stress of moving from one school library to another all in the name of searching for "quality and improvement of bearing capacity of sandy soil by grouting" research materials. We are not encouraging any form of plagiarism. This service is legal because, all institutions permit their students to read previous projects, books, articles or papers while developing their own works.
TITLE PAGE
BY
---
EE/H2013/01430
DEPARTMENT OF CIVIL ENGINEERING
SCHOOL OF ENGINEERING
INSTITUTE OF ---
DECEMBER,2018
APPROVAL PAGE
This is to certify that the research work, "quality and improvement of bearing capacity of sandy soil by grouting" by ---, Reg. No. EE/H2007/01430 submitted in partial fulfillment of the requirement award of a Higher National Diploma on civil Engineering has been approved.
By
Engr. --- Engr. ---
Supervisor Head of Department.
Signature………………. Signature……………….
……………………………….
Engr. ---
External Invigilator
DEDICATION
This project is dedicated to Almighty God for his protection, kindness, strength over my life throughout the period and also to my --- for his financial support and moral care towards me.Also to my mentor --- for her academic advice she often gives to me. May Almighty God shield them from the peril of this world and bless their entire endeavour Amen.
ACKNOWLEDGEMENT
The successful completion of this project work could not have been a reality without the encouragement of my --- and other people. My immensely appreciation goes to my humble and able supervisor mr. --- for his kindness in supervising this project.
My warmest gratitude goes to my parents for their moral, spiritual and financial support throughout my study in this institution.
My appreciation goes to some of my lecturers among whom are Mr. ---, and Dr. ---. I also recognize the support of some of the staff of --- among whom are: The General Manager, Deputy General manager, the internal Auditor Mr. --- and the ---. Finally, my appreciation goes to my elder sister ---, my lovely friends mercy ---, ---, --- and many others who were quite helpful.
PROJECT DESCRIPTION: This work “quality and improvement of bearing capacity of sandy soil by grouting” research material is a complete and well researched project material strictly for academic purposes, which has been approved by different Lecturers from different higher institutions. We made Preliminary pages, Abstract and Chapter one of “quality and improvement of bearing capacity of sandy soil by grouting” visible for everyone, then the complete material on “quality and improvement of bearing capacity of sandy soil by grouting” is to be ordered for. Happy viewing!!!
The construction of structure on weak ground often requires the soil to be improved in order to ensure the safety and the stability of surrounding buildings. The ground improvement in granular soils can be achieved by different methods such as vibro-floatation, compaction piles, and compaction with explosives, excavation and replacement, grouting e.t.c. The selective of the most suitable method depend on a variety of factors, such as: soil conditions, required degree of compaction, types of structure to be supported, as well as site specific considerations available time for completion of the project, availability of equipment and materials e.t.c.
Soil compaction can offer effective solutions for many foundation problems and his especially useful for reducing total settlement in sand.
Sandy soil means most of the soil particles are bigger than 2mm in diameter. It gives good water drainage and has a low capacity to hold nutrients. Sandy soil does not hold moisture very well. It is granular and consists of rock and mineral particle that are very small. Therefore, the texture is gritty and is formed by the disintegration and weathering of rocks such as limestone, granite, quartz and shale. Is also easier to cultivate it if it is rich in organic materials but then it allows drainage more than needed. This results in over drainage and dehydration of the plant in summer. It warms very fast in the spring season.
Grouting on the other hand is a process whereby stabilizes either in the form of suspension or solution is injected into sub surface soil.
Sandy soil is the largest particle in the soil when you rub it, if feels rough. This is because it has sharp edges and it does not hold many nutrients.
1.2 HISTORICAL BACKGROUND OF GROUTING
The development and history of compaction grouting over the last 30-40 years as been established by many distinguished researcher, design engineer and design contractor. Many technical papers are been published dealing physically with the issues surround compaction grouting design such as: “compaction grouting, 1973”, “planning and performing compaction grouting” 1974. These and other important reference are the main stream basis of knowledge for the highly specialize engineering and construction technique know as compaction grouting.
The compaction grout method as some unique features which allow distinct advantages over other remedial method of geo-technical construction. In many distances growth is the only viable solution. Some of the advantages include:
Economic: Many time compaction grouting is the only feasible solution to foundation settlement problems, other than demolishing the structure and re-building with expensive deep foundation technique.
Minimal disturbance: During the grouting operation, destructure may remain occupied and in service.
Minimal risk: Compaction grouting offers minimal risk of catastrophic structural failure while re-leveling structure.
Other are: Minimal geotechnical exploration, provide greater support for structures, cost factor e.t.c.
- AIM AND OBJECTIVE
- To determine the nature of the sandy soil particles.
- To determine the degree of the sandy soil compatibility.
- To carry out the improvement of sandy soil through grouting.
- To carryout some laboratory test on sandy soil such as compaction test California bearing ration (CBR) test, atterberg LIMIT test, liquid limit test, Plastic limit test, sieve analysis test in comparing the effectiveness of grouting system.
- SCOPE OF THE STUDY
This research is focused on the quality and improvement of bearing capacity of sandy soil by grouting.
- LIMITATIONS OF THE STUDY
The limitations of this study are:
TIME FACTOR: Limited time that does not permit to carryout many practical.
AREA OF STUDY: This project is limited the technical study of sandy soil properties.
CHAPTER TWO: The complete chapter two of “quality and improvement of bearing capacity of sandy soil by grouting” is available. Order full work to download. Chapter two of “quality and improvement of bearing capacity of sandy soil by grouting” consists of the literature review. In this chapter all the related work on “quality and improvement of bearing capacity of sandy soil by grouting” was reviewed.
CHAPTER THREE: The complete chapter three of “quality and improvement of bearing capacity of sandy soil by grouting” is available. Order full work to download. Chapter three of “quality and improvement of bearing capacity of sandy soil by grouting” consists of the methodology. In this chapter all the method used in carrying out this work was discussed.
CHAPTER FOUR: The complete chapter four of “quality and improvement of bearing capacity of sandy soil by grouting” is available. Order full work to download. Chapter four of “quality and improvement of bearing capacity of sandy soil by grouting” consists of all the test conducted during the work and the result gotten after the whole work
CHAPTER FIVE: The complete chapter five of “quality and improvement of bearing capacity of sandy soil by grouting” is available. Order full work to download. Chapter five of “quality and improvement of bearing capacity of sandy soil by grouting” consist of conclusion, recommendation and references.
To "DOWNLOAD" the complete material on this particular topic above click "HERE"
Do you want our Bank Accounts? please click HERE
To view other related topics click HERE
To "SUMMIT" new topic(s), develop a new topic OR you did not see your topic on our site but want to confirm the availiability of your topic click HERE
Do you want us to research your new topic? if yes, click "HERE"
Do you have any question concerning our post/services? click HERE for answers to your questions
You can also visit our facebook Page at fb.me/hyclas to view our related construction (or design) picture.
For more information contact us through Any of the following means:
Mobile No :+2348146561114 or +2347015391124 [Mr. Innocent]
Email address :engr4project@gmail.com
Watsapp No :+2348146561114
To View Our Design Pix: You can also visit our facebook Page at fb.me/hyclas for our design photos/pics.
COUNTRIES THAT FOUND OUR SERVICES USEFUL
Australia, Botswana, Canada, Europe, Ghana, Ireland, India, Kenya, Liberia, Malaysia, Namibia, New Zealand, Nigeria, Pakistan, Philippines, Singapore, Sierra Leone, South Africa, Uganda, United States, United Kindom, Zambia, Zimbabwe, etc
Support: +234 8146561114 or +2347015391124
Watsapp No :+2348146561114
Email Address :engr4project@gmail.com
IF YOU ARE SATISFIED WITH OUR SERVICES, PLEASE DO NOT FORGET TO INVITE YOUR FRIENDS AND COURSEMATES TO OUR PAGE.