Basic Mechanical Parameter Relations of Soft Clay in Pearl River Delta
Author(s): |
Zhangming Li
Na Qi Zhibin Luo Weidi Lin |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | The Open Civil Engineering Journal, June 2015, n. 1, v. 8 |
Page(s): | 320-325 |
DOI: | 10.2174/1874149501408010320 |
Abstract: |
Basic parameters relations among CPT parameters, un-drained strength and other mechanical parameters of soft clay are presented based on an elastic-plastic solution for cylindrical cavity expansion for soil investigation in energy engineering. The relation between CPT parameters and shear strength from vane test is also presented based on the result. Thus, the CPT parameters can be determined directly by elastic parameters and shear strength or vane shear parameters and vice versa. That makes it possible to save the high test costs and provide theoretical formulas to avoid some tests which are limited due to the site and/or other condition. Results are compared between the relations and in situ data at a large-scale project in the Pearl River Delta. The results showed consistency between the relation andin situdata. |
Copyright: | © 2015 Zhangming Li et al. |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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02/01/2019 - Last updated on:
02/06/2021