Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/40215
Title: The strength of the pile and the reliability of the calculation results
Authors: Nguyên, Cong Giang
Tran, Thuong Binh
Nguyên, Quang Long
Ta, Van Anh
Keywords: Pile bearing capacity
CPT
SPT
Issue Date: 2020
Series/Report no.: Tạp chí Xây dựng Việt Nam;Số 624 .- Tr.254-257
Abstract: The foundation soil is always characterized by the components, physical and mechanical properties collectively called the information of the ground. According to the method of information acquisition, it can be divided into forms: information is the results laboratory tests and information is the results of field experiments. When using the the foundation soil information forms of different to calculate the bearing capacity of the pile, often have result of different calculations. Therefore, need to that is a matter of considering the reliability of the calculation results or the rational selection of calculated results. Based on calculation examples, the paper vvill clariíy the factors affecting the differences between the calculated results. In that, the calculation are performed on Excel to limit errors calculation of results and at the same time have many results for comparative analysis. Especially in the article refer to the static penetration test (CPT) and Standard penetration test (SPT).
URI: https://dspace.ctu.edu.vn/jspui/handle/123456789/40215
ISSN: 0866-8762
Appears in Collections:Xây dựng Việt Nam

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