Location
New York, New York
Date
14 Apr 2004, 4:30 pm - 6:30 pm
Abstract
The paper deals with the design method of axially loaded bored single piles based on statistical analysis of more than 350 field static load tests (MLT) of bored piles made in Czech Republic and partially in Germany during the past 30 years. The limit state of serviceability is characterized by the construction of load-settlement curve. The first draft of this method was based on the theory of elasticity and on quasi-elastic relations between soil and pile and it was modified by means of back analyses of pile static load test results. Recently, the construction of the load-settlement curve is based on the non-linear pile settlement theory by means of pressiometric modulus of soil and rheological parameter of soil structure. Ten types of soils and weak rocks, typical for the geotechnical conditions not only in Czech Republic were chosen.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2004 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Masopust, Jan, "Design of Axially Loaded Bored Single Piles in the Czech Republic" (2004). International Conference on Case Histories in Geotechnical Engineering. 2.
https://scholarsmine.mst.edu/icchge/5icchge/session01/2
Design of Axially Loaded Bored Single Piles in the Czech Republic
New York, New York
The paper deals with the design method of axially loaded bored single piles based on statistical analysis of more than 350 field static load tests (MLT) of bored piles made in Czech Republic and partially in Germany during the past 30 years. The limit state of serviceability is characterized by the construction of load-settlement curve. The first draft of this method was based on the theory of elasticity and on quasi-elastic relations between soil and pile and it was modified by means of back analyses of pile static load test results. Recently, the construction of the load-settlement curve is based on the non-linear pile settlement theory by means of pressiometric modulus of soil and rheological parameter of soil structure. Ten types of soils and weak rocks, typical for the geotechnical conditions not only in Czech Republic were chosen.
