THE MECHANISM OF THE EFFECTS OF INCREASING THE LENGTH OF THE PILES UNDER LATERAL LOADS IN SAND
In many projects, piles are designed and installed as the ultimate solution in foundation construction, load transition to the resistant subsurface layers, providing lateral resistance, and overcoming the poor performance of surface soils. Pile design should be done with respect to structural consideration, the load-carrying capacity of the surface...
By Karamjavan Abbas Firouzi, Hojjat Hashempour
CRACK RESISTANCE OF REINFORCED CONCRETED AND REINFORCED RUBBER CONCRETE BEAMS
The issue of the appearance and development of cracks, as well as an increase the cracking moment is of particular importance for bending elements operating under aggressive environmental conditions. In structures without cracks, steel reinforcement operates in fairly favorable conditions. However, when cracks appear in the sections of the structur...
By Artem Levchenko, Aleksei Polikutin, Dmitry Barabash
STUDY ABOUT THE EFFECTS OF PILE SPACING ON THE PERFORMANCE OF PILE GROUP UNDER COMPOSITE LOADS, ADJACENT STRUCTURE LOADS, AND BENDING MOMENT IN SAND
Pile group is a particular type of deep foundations which is designed and installed as the ultimate solution to foundation construction, load transition to the resistant subsurface layers, providing lateral resistance, and overcoming the poor performance of surface soils. Pile design should be done with respect to structural consideration, the load...
By Abbas Firouzi Karamjavan
GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 3 OF MOTORWAY TARCIN – KONJIC
In paper is given overview on geotechnical characteristics of the terrain on location of a bridge number 3, on highway Tarcin – Konjic. Complexity of geological structure, in near surface where it consists from sediments of weathering crust to depth of around 30,0 m, as well as in substrate that consists of sediments of clayey debris, determined th...
By Zlatan Talić, Edis Softić, Nerma Duraković, Dino Čustović
GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 3 OF MOTORWAY ZENICA – SARAJEVO – MOSTAR – BIJAĆA, SECTION INTERCHANGE POČITELJ – ZVIROVIĆI
The paper present a review of the geotechnical characteristics of the terrain at the location of the bridge No. 3 of motorway Zenica – Sarajevo – Mostar - Bijaća, section Počitelj - Zvirovići.Also, given the suggestion of foundation structures for each column, as well as the calculated bearing capacity....
By Zlatan Talić, Đenari Ćerimagić
GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 1 OF MOTORWAY LAŠVA – DONJI VAKUF, SUBSECTION INTERCHANGE LAŠVA – INTERCHANGE KAONIK
The paper present a review of the geotechnical characteristics of the terrain at the location of the bridge No. 1 of motorway Lašva – Donji Vakuf, subsection interchange Lašva – interchange Kaonik.Also, given the suggestion of foundation structures for each column, as well as the calculated bearing capacity...
By Zlatan Talić, Đenari Ćerimagić
USE OF BROMS’S METHOD AND FINITE DIFFERENCE METHOD IN THE DIMENSIONING OF PILES FOR FOUNDATION PIT INSURANCE
Implementation of major construction projects thanks are due to the technological development of materials and equipment to perform. Development of equipment for piles, allowed this type of structure a large application, as in the system of basic structural elements, as well as providing (temporary or permanent) construction site. Influences on the...
By Svjetlana Vlaški
GEOTECHNICAL CONDITIONS FOR THE FOUNDATION OF WASTEWATER TREATMENT PLANT FACILITIES IN V. OBARSKA SETTLEMENT NEAR BIJELJINA
Wastewater treatment plant is an integral part of the sewerage systemof the town of Bijeljina and it is located at the distance of 10 kilometers.Given the factthat it comprises several objects of different significance, it was necessary to select a suitable location to set up all facilities required. The site is located immediately next to the MPC ...
By Neđo Đurić