<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because remediation work of not bearable piles or broken piles is a crucial operation. For this reason, geotechnical field testing like cone penetration test (CPT), standard penetration (SPT) or dynamic penetration test (DP) are realized in order to receive continuous information about soil strata. Comparing with rotary core drilling type of survey with sampling, these methods are more progressive. From engineering geologist point of view, it is more important to know geological characterization of locality but geotechnical engineers have more interest above the real geotechnical parameters of foundation soils. The role of engineering geologist cannot be underestimated because important geological processes in origin or during history can explain behaviour of a geological environment. In effort to streamline the survey, investigation by penetration tests is done as it is able to provide enough information for designers. This paper deals with actual trends in pile foundation design; because there are no new standards and usable standards are very old. Estimation of the bearing capacity of a single pile can be demonstrated on the example of determination of the cone factor <italic>N<sub>k</sub></italic> from CPT testing. Then results were compared with other common methods.</p></abstract>

The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because remediation work of not bearable piles or broken piles is a crucial operation. For this reason, geotechnical field testing like cone penetration test (CPT), standard penetration (SPT) or dynamic penetration test (DP) are realized in order to receive continuous information about soil strata. Comparing with rotary core drilling type of survey with sampling, these methods are more progressive. From engineering geologist point of view, it is more important to know geological characterization of locality but geotechnical engineers have more interest above the real geotechnical parameters of foundation soils. The role of engineering geologist cannot be underestimated because important geological processes in origin or during history can explain behaviour of a geological environment. In effort to streamline the survey, investigation by penetration tests is done as it is able to provide enough information for designers. This paper deals with actual trends in pile foundation design; because there are no new standards and usable standards are very old. Estimation of the bearing capacity of a single pile can be demonstrated on the example of determination of the cone factor Nk from CPT testing. Then results were compared with other common methods.

Contribution to Estimating Bearing Capacity of Pile in Clayey Soils

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Contribution to Estimating Bearing Capacity of Pile in Clayey Soils"}

The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which...

Contribution to Estimating Bearing Capacity of Pile in Clayey Soils

Pubblicato online: 23 dic 2016

Pagine: 128 - 136

DOI: https://doi.org/10.1515/cee-2016-0018

Parole chiave
Pile foundation, Cone penetration testing, Load capacity, Total cohesion of soil, Neogenous sediments

© 2016 Marián Drusa et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Contribution to Estimating Bearing Capacity of Pile in Clayey Soils

Pubblicato online: 23 dic 2016

Pagine: 128 - 136

DOI: https://doi.org/10.1515/cee-2016-0018

Parole chiavePile foundation, Cone penetration testing, Load capacity, Total cohesion of soil, Neogenous sediments

© 2016 Marián Drusa et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Parole chiave
Pile foundation, Cone penetration testing, Load capacity, Total cohesion of soil, Neogenous sediments