• Login
    View Item 
    •   DSpace Home
    • Final Year Project Papers & Reports
    • School of Environmental Engineering (FYP)
    • View Item
    •   DSpace Home
    • Final Year Project Papers & Reports
    • School of Environmental Engineering (FYP)
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    The investigation of soil bearing capacity of soft clay soil

    Thumbnail
    View/Open
    Abstract, Acknowledgement.pdf (415.4Kb)
    Introduction.pdf (196.0Kb)
    Literature review.pdf (473.1Kb)
    Methodology.pdf (453.4Kb)
    Results and discussion.pdf (990.3Kb)
    Conclusion.pdf (193.6Kb)
    Reference and appendix.pdf (7.596Mb)
    Date
    2013-06
    Author
    Choong, Wei Kang
    Metadata
    Show full item record
    Abstract
    A study was conducted that aimed to improve the general understanding of the bearing capacity of the soft clay soil commonly found in the area near the beach. This paper summarizes and discusses the properties of soft soils and foundation design low and highrise buildings on soft clay. The purpose of this study was to investigate the effect of soft clay on the design of the building. Bearing capacity of the soil is a very important factor and should be a concern when designing the building. Error in regard to the properties and characteristic of this land will result in building collapse. Based on this project, a study is conducted to identify land for the studied soil samples to ensure the sample used for research is correct. After identifying the soil is clay, several tests were carried out to find the bearing capacity of the soil samples. After that the design of building frames to find out which will be imposed on the land and followed by design the building foundation. The design of high rise and low rise buildings is done and based on the design with steel reinforcement and type of suitable foundation will be considered. From the study, the characteristic of the soft clay was known to have high moisture content and low bearing capacity. Thus the foundation suitable for the soft clay soil is a pile foundation.
    URI
    http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40505
    Collections
    • School of Environmental Engineering (FYP) [640]

    Atmire NV

    Perpustakaan Tuanku Syed Faizuddin Putra (PTSFP) | Send Feedback
     

     

    Browse

    All of UniMAP Library Digital RepositoryCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    Atmire NV

    Perpustakaan Tuanku Syed Faizuddin Putra (PTSFP) | Send Feedback