THE EFFICIENCY ANALYSIS OF FOUNDATIONS FOR BUILDINGS WITH BEARING WALLS FOR LITHUANIAN SOIL CONDITIONS-Reference-Cited by-同舟云学术

THE EFFICIENCY ANALYSIS OF FOUNDATIONS FOR BUILDINGS WITH BEARING WALLS FOR LITHUANIAN SOIL CONDITIONS

Published:2014-12-20 Issue:6 Volume:20 Page:893-898
ISSN:1392-3730
Container-title:JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT
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Author:

Sušinskas Saulius¹,Turskis Zenonas²,Stasiškis Andrius³,Valickas Jonas³,Rudžionis Žymantas⁴

Affiliation:

1. Faculty of Technologies, Kaunas University of Technology, Daukanto g. 12, LT-35212 Panev!žys

2. Faculty of Civil Engineering, Vilnius Gediminas Technical University, Saul!tekio al. 11, LT-10223 Vilnius, Lithuania

3. Faculty of Technologies, Kaunas University of Technology, Daukanto g. 12, LT-35212 Panevėžys

4. Faculty of Civil Engineering and Architecture, Kaunas University of Technology, Studentu g. 48, LT-51367 Kaunas, Lithuania

Abstract

The paper deals with selection of foundations for bearing walls of residential buildings depending on the strength of soil and taking into account the economic benefit. Based on in-situ investigation of soil conditions in different Lithuanian regions and construction technologies, it was found that the cost of foundations comprise 2.5–6% of total costs, and takes up 6–10% of construction time. Strip and pile foundations were analysed taking into account dimensions and mode of production. The proposed case study model enables to save up to 30–50% of foundation costs. It has a significant influence on entire life cycle costs of.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference16 articles.

1. Field Evaluation of Undrained Shear Strength from Piezocone Penetration Tests in Soft Marine Clay

2. Cost-effective steel building design

3. REVIEW OF AVAILABLE APPROACHES FOR ULTIMATE BEARING CAPACITY OF TWO-LAYERED SOILS

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