CASE HI STOR Y Rev. 00, No. 1000027 -SK, Issue Date 14.07.2014 REINFORCED SOIL STRUCTURES Product: Terramesh ® System D1 DUBNÁ SKALA-TURANY, SO 231-00 RETAINING WALL SLOVAKIA, VRÚTKY Problem Embankment of juncon Žilina road interferes with the path 131 -00 to the pension Dubná Skala. Therefore, it is necessary to build a retaining wall between these two ways in order to retain soil of road embankment. Soluon Retaining wall 231-00 is designed as a reinforced earth structure gabion facing units - system Terramesh with the reinforcement length of 3.0 m, width 3.0 m and gabions with height of 1.0 m respecvely 0.5 m made of double twisted wire mesh in combinaon with uniaxial geogrids PARAGRID 200/05. Retaining wall is from the perpendicular plane inclined at a rao of 10:1. Inclinaon is created by oseng baskets by 10 cm in each row. Construcon height of the wall is variable from 1.5 m to 8.5 m and length of 67.5 m. During construcon Date: August 2013 Client: NATIONAL MOTORWAY AUTHORITY Main contractor name: VÁHOSTAV-SK, a.s. Terramesh ® System - face area: 300 m 2 Construcon info: Consultant: Used product: Construcon start date: GEOCONSULT s.r.o. June 2013 September 2014 Construcon end date: Start of construcon Date: July 2013 Scheme
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8/18/2019 CH_RWSR_SK_Retaining_Wall_Terramesh®_System_Highway_DDubna_Skala_Turany_Jul_14
http://slidepdf.com/reader/full/chrwsrskretainingwallterrameshsystemhighwayddubnaskalaturanyjul14 1/2
CASE HISTORY
Rev. 00, No. 1000027 -SK, Issue Date 14.07.2014
REINFORCED SOIL STRUCTURES
Product: Terramesh® System
D1 DUBNÁ SKALA-TURANY, SO 231-00 RETAINING WALLSLOVAKIA, VRÚTKY
Problem
Embankment of juncon Žilina road interferes with the path 131-00to the pension Dubná Skala. Therefore, it is necessary to build aretaining wall between these two ways in order to retain soil of road
embankment.
Soluon
Retaining wall 231-00 is designed as a reinforced earth structuregabion facing units - system Terramesh with the reinforcementlength of 3.0 m, width 3.0 m and gabions with height of 1.0 mrespecvely 0.5 m made of double twisted wire mesh incombinaon with uniaxial geogrids PARAGRID 200/05. Retaining wallis from the perpendicular plane inclined at a rao of 10:1. Inclinaon
is created by oseng baskets by 10 cm in each row. Construconheight of the wall is variable from 1.5 m to 8.5 m and length of 67.5m.
During construcon Date: August 2013
Client:
NATIONAL MOTORWAY AUTHORITY
Main contractor name:
VÁHOSTAV-SK, a.s.
Terramesh® System
- face area: 300 m
2
Construcon info:
Consultant:
Used product:
Construcon start date:
GEOCONSULT s.r.o.
June 2013
September 2014 Construcon end date:
Start of construcon Date: July 2013
Scheme
8/18/2019 CH_RWSR_SK_Retaining_Wall_Terramesh®_System_Highway_DDubna_Skala_Turany_Jul_14
http://slidepdf.com/reader/full/chrwsrskretainingwallterrameshsystemhighwayddubnaskalaturanyjul14 2/2
MACCAFERRI CENTRAL EUROPE s.r.o. Štverník 662, 906 13 Brezová pod BradlomCommercial-technical office: Kopčianska 15, 851 01 Bratislava Tel.: 02/ 202 400 56, e-mail: [email protected], www.maccaferri.sk
.
MACCAFERRI CENTRAL EUROPE s.r.o. has implementedand applies a quality management system pursuant to thestandard EN ISO 9001:2008 certified by TSÚS CERTICOM.
Vzorový priečny rez - SO 207-00, opora 1
Typical cross-secon
Afer construcon Date: June 2014
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