NL9500351A - Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) - Google Patents
Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) Download PDFInfo
- Publication number
- NL9500351A NL9500351A NL9500351A NL9500351A NL9500351A NL 9500351 A NL9500351 A NL 9500351A NL 9500351 A NL9500351 A NL 9500351A NL 9500351 A NL9500351 A NL 9500351A NL 9500351 A NL9500351 A NL 9500351A
- Authority
- NL
- Netherlands
- Prior art keywords
- water
- geotextile
- layer
- weighting
- word
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/126—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
GEOTEXTIEL, ten behoeve van verzwaring en bescherming tegen water voor toepassing in of op taluds (in de meest algemene zin van het woord).GEOTEXTILE, for weighting and protection against water for use in or on embankments (in the most general sense of the word).
De uitvinding heeft betrekking op een toepassing waarbij twee soorten (non)wovens (al dan niet vemaald) worden samengevoegd tot één (non)woven, waarbij de eigenschappen van de genoemde (non)wovens zich ten opzichte van water tegengesteld gedragen, en wel zodanig dat de bovenste (non)woven laag water aantrekt dus als zodanig hydrofiel is en de onderlaag water afstoot, hydrofoob is. Beide lagen tezamen vormen één geotextiel, welke al dan niet versterkt kan worden met een steunweefsel (scrim). Voor dit doel kunnen de (non)wovens van diverse materialen zijn op voorwaarde dat de eigenschappen zijn als boven beschreven.The invention relates to an application in which two types of (non) wovens (whether or not ground) are combined into one (non) woven, in which the properties of the said (non) wovens behave opposite to water, in such a way that the top (non) woven layer attracts water, so is hydrophilic as such and the bottom layer repels water, is hydrophobic. Both layers together form one geotextile, which may or may not be reinforced with a support fabric (scrim). For this purpose, the (non) wovens of various materials can be provided that the properties are as described above.
Om de werking te testen is gebruik gemaakt van meltblown polypropy-leen. Dit materiaal zal in hydrofiele toestand 15 tot 20 x het eigen gewicht opnemen aan water en dient als bovenlaag. In hydrofobe toestand zal dit materiaal water afstoten en alleen olieverbindingen opnemen.Meltblown polypropylene was used to test the effect. This material will absorb 15 to 20 times its own weight in water in a hydrophilic state and serves as the top layer. In the hydrophobic state, this material will repel water and only absorb oil compounds.
Afzonderlijk worden beide (non)wovens gebruikt voor boven beschreven doelen en komen ook in gelamineerde uitvoering voor voorzien van een kunststof onderlaag om doorlekken te voorkomen.Separately, both (non) wovens are used for the purposes described above and also come in a laminated version with a plastic bottom layer to prevent leakage.
Geotextiel is meestal een (non)woven vezeldoekvorm en heeft als eigenschap dat het een grote treksterkte heeft in langs- en dwarsrichting. In taluds zoals dijken-, wegenbouw- en spoorbaanondersteuning wordt geotextiel gebruikt voor het versterken van het talud, met name om verschuivingen tegen te gaan.Geotextile is usually a (non) woven fiber cloth shape and has the property that it has a great tensile strength in the longitudinal and transverse directions. In embankments such as dyke, road construction and railway support, geotextiles are used to strengthen the embankment, in particular to counteract shifts.
Het geotextiel waarvoor bescherming gevraagd wordt, heeft als bijzonder kenmerk de bescherming van taluds en met name van dijken. Door de dubbele eigenschap van het materiaal zal de funktie tweeledig zijn:The geotextile for which protection is requested has as a special feature the protection of slopes and in particular of dikes. Due to the double property of the material, the function will be twofold:
De wateropnemende bovenlaag zal door het opgezogen watervolume zorgen voor het gewicht, hetgeen in de huidige techniek middels zandzakken of grond afdekking plaats vindt. De water afstotende onderlaag zorgt voor de afsluiting tegen watermigratie van zowel buiten naar binnen als omgekeerd waardoor een waterdoorbraak en vervolgens verschuivingsgevaar van grondlagen voorkomen wordt. Het eventuele steunweefsel kan de treksterkte van het samengestelde weefsel verhogen.The water-absorbing top layer will provide the weight due to the water volume sucked up, which in the current technique takes place by means of sandbags or ground cover. The water-repellent bottom layer provides the seal against water migration from both the outside to the inside and vice versa, preventing a water breakthrough and subsequently the risk of shifting of soil layers. The optional support fabric can increase the tensile strength of the composite fabric.
Door bovenbeschreven geotextiel als beveiligingsdoek te gebruiken, verwerkt in of op een talud kan bij doorbraakgevaar in geval van grote waterbe-lasting dit geotextiel optimaal funktioneren.By using the geotextile described above as a protective fabric, incorporated in or on a slope, this geotextile can function optimally in the event of a breakthrough risk in the event of a high water load.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL9500351A NL9500351A (en) | 1995-02-23 | 1995-02-23 | Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL9500351A NL9500351A (en) | 1995-02-23 | 1995-02-23 | Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) |
NL9500351 | 1995-02-23 |
Publications (1)
Publication Number | Publication Date |
---|---|
NL9500351A true NL9500351A (en) | 1996-10-01 |
Family
ID=19865628
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NL9500351A NL9500351A (en) | 1995-02-23 | 1995-02-23 | Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) |
Country Status (1)
Country | Link |
---|---|
NL (1) | NL9500351A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006021756A1 (en) * | 2004-08-21 | 2006-03-02 | Permavoid Limited | Product for retention and degradation of pollutant substances |
-
1995
- 1995-02-23 NL NL9500351A patent/NL9500351A/en not_active Application Discontinuation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006021756A1 (en) * | 2004-08-21 | 2006-03-02 | Permavoid Limited | Product for retention and degradation of pollutant substances |
GB2418640B (en) * | 2004-08-21 | 2009-11-18 | Permavoid Ltd | Product for retention and degradation of pollutant substances |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5911539A (en) | Interconnected block system | |
JP3771587B2 (en) | Liquid dam protection dike, and method and apparatus for constructing the dike protection dike | |
US6481934B1 (en) | Composite fabric webs for reinforcing soil layers | |
JP2585707B2 (en) | Laminated non-woven fabric | |
KR0153780B1 (en) | A water and/or oil-impermeable sealing mat consisting substantially of a substate layer, a layer of swellable clay and a cover layer | |
CA2198850C (en) | Stabilized fluid barrier member and method of forming same | |
CA2610191C (en) | A lightweight protection element and filter of the mattress type | |
US20090250675A1 (en) | Vehicle Barrier | |
JP2011042983A (en) | Bank reinforcement construction method using sheet-like object | |
NL9500351A (en) | Geotextile for weighting and protection against water to be used in or on banks (in the most general sense of the word) | |
JPS5948525A (en) | Reinforcement and structure for vertical banking | |
RU2228479C1 (en) | Method of reinforcement of loose grounds of bases and slopes (versions) and geo-grate for realization of this method | |
RU205993U1 (en) | GEOCOMPOSITE GEOTEXTILE FOR REINFORCEMENT OF ROAD STRUCTURES | |
US20030022567A1 (en) | Geotextiles having excellent transmissivities under high loading pressures | |
RU2322543C1 (en) | Geocomposite interlayer for roadbed of motor road | |
JP2001152425A (en) | Impervious structure of revetment | |
JP2007105618A (en) | Water barrier structure of waste landfill site | |
KR200166611Y1 (en) | Reclamation outflow prevention structure on the slope side of the foundation for bank | |
Kumar | Study of Geosynthetics and use of Non–Woven Green Geocomposite Blanket for Erosion Control and Slope Protection for Embankment | |
Sandhya Rani et al. | The Behaviour and Performance of Geo-Textiles with Reference to CBR Value on Clay Soil | |
Jadhav et al. | REVIEW PAPER ON-GEOSYNTHETICS | |
KR100570412B1 (en) | Geosynthetic clay liners | |
JP3895581B2 (en) | Impermeable structure | |
KR102536278B1 (en) | Embankment water stopping structure and the construction method thereof | |
KR200324526Y1 (en) | Absorption polymer bag |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A1A | A request for search or an international-type search has been filed | ||
BB | A search report has been drawn up | ||
BV | The patent application has lapsed |