Determination of Silty Soil Bearing Capacity in Binzhou China
Zhang Yunfeng1, 2, Zeng Yifan1, Liu Lanyu3, Wang Shi3, Zhang Youlin3, Xing Liting*, 4
Identifiers and Pagination:Year: 2015
First Page: 877
Last Page: 880
Publisher Id: TOCIEJ-9-877
Article History:Received Date: 15/1/2015
Revision Received Date: 28/3/2015
Acceptance Date: 3/4/2015
Electronic publication date: 22/10/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
The characteristical values of bearing capacity of silty soil are determined on different basis in Binzhou area, which causes a great difference in actual work. Based on engineering practices, most original data are counted and calculated for standard penetration test, soil test and double bridge CPT (cone penetration test). The result shows that the bearing capacity is more accurate as concluded by in-situ test data, and also can provide a more helpful method for foundation design, which will play an active role in undertaking the specific engineering investigation work and maintaing the summary of regional emperical values.