EXPERIMENTAL STUDY ON TECHNOLOGICAL INDICATORS OF PILE-COLUMNS AT A CONSTRUCTION SITE-Reference-Cited by-同舟云学术

EXPERIMENTAL STUDY ON TECHNOLOGICAL INDICATORS OF PILE-COLUMNS AT A CONSTRUCTION SITE

Published:2012-09-11 Issue:4 Volume:18 Page:512-518
ISSN:1392-3730
Container-title:Journal of Civil Engineering and Management
language:
Short-container-title:

Author:

Sivilevičius Henrikas¹,Daniūnas Alfonsas²,Zavadskas Edmundas Kazimieras²,Turskis Zenonas²,Sušinskas Saulius³

Affiliation:

1. Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania

2. Vilnius Gediminas Technical University, Saultekio al. 11, 10223 Vilnius, Lithuania

3. Kaunas University of Technology Panevėžys Institute, S. Daukanto g. 12-138, 37164 Panevėžys, Lithuania

Abstract

Decision making is a vital component of success in construction management. All construction businesses recognize the painful necessity of technology choice. Good decisions mean good business. Decisions that are based on knowledge and sound reasoning can lead a company into long-term prosperity. The mandate of a construction management researcher is to use rational, systematic, science-based techniques to inform and improve decisions of all kinds. The paper presents results of an experimental study on technological indicators of pile-columns at a construction site. Based on in-situ investigation of natural soil conditions, regression equations have been determined, which can be very useful when planning similar works at a construction site. Besides, they allow determining duration and energy consumption of construction works.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference36 articles.

1. Field Testing and Analyses of a Batter Pile Group Foundation under Lateral Loading

2. Investigation of the Sand Porosity Via Oedometric Testing

3. Evaluation of soil shear strength parameters via triaxial testing by height versus diameter ratio of sample

4. Measuring Congruence of Ranking Results Applying Particular MCDM Methods

5. Development of models for the interpretation of the dynamic cone penetrometer data

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