{"id":46245,"date":"2023-07-18T11:53:36","date_gmt":"2023-07-18T09:53:36","guid":{"rendered":"https:\/\/www.maccaferri.com\/cz\/?page_id=46245"},"modified":"2023-07-18T11:53:38","modified_gmt":"2023-07-18T09:53:38","slug":"riesenia","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/cz\/riesenia\/","title":{"rendered":"Rie\u0161enia"},"content":{"rendered":"
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Rie\u0161enia<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
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\"Aplikace<\/a><\/div>
Aplikace p\u0159ekryt\u00ed zeminou<\/h6><\/a>P\u0159i pokl\u00e1d\u00e1n\u00ed zeminy na plochy s n\u00edzk\u00fdm \u00fahlem vnit\u0159n\u00edho t\u0159en\u00ed hroz\u00ed, \u017ee se zemina ze svahu sesune. Tato situace je p\u0159ekvapiv\u011b \u010dast\u00e1 a vyskytuje se p\u0159i<\/span>Poh\u013ead <\/a>
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\"Bari\u00e9ry<\/a><\/div>
Bari\u00e9ry proti ozbrojen\u00fdm sil\u00e1m<\/h6><\/a>N\u00e1\u0161 snadno a rychle nasaditeln\u00fd bari\u00e9rov\u00fd syst\u00e9m EBS MAC chr\u00e1n\u00ed voj\u00e1ky poskytov\u00e1n\u00edm balistick\u00e9 ochrany, zm\u00edr\u0148ov\u00e1n\u00edm v\u00fdbuch\u016f a HVM bari\u00e9r. Gabiony EBS <\/span>Poh\u013ead <\/a>
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\"Bezpe\u010dnostn\u00ed<\/a><\/div>
Bezpe\u010dnostn\u00ed bari\u00e9ry<\/h6><\/a>Bezpe\u010dnostn\u00ed bari\u00e9ry jsou speci\u00e1ln\u011b navr\u017eeny a pl\u00e1nov\u00e1ny tak, aby zabr\u00e1nily vozidl\u016fm opustit d\u00e1lnice nebo \u017eeleznice a vej\u00edt na jinou infrastrukturu, d<\/span>Poh\u013ead <\/a>
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\"Budov\u00e1n\u00ed<\/a><\/div>
Budov\u00e1n\u00ed nov\u00fdch skl\u00e1dek odpad\u016f na t\u011blese star\u00fdch skl\u00e1dek<\/h6><\/a>M\u00edstn\u00ed a st\u00e1tn\u00ed org\u00e1ny, kter\u00e9 usiluj\u00ed \u0159e\u0161it rostouc\u00ed probl\u00e9m spojen\u00fd s likvidac\u00ed odpadn\u00edch materi\u00e1l\u016f, mohou zv\u00e1\u017eit mo\u017enost znovuotev\u0159en\u00ed uzav\u0159en\u00fdch sk<\/span>Poh\u013ead <\/a>
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\"Budov\u00e1n\u00ed<\/a><\/div>
Budov\u00e1n\u00ed skl\u00e1dek odpad\u016f<\/h6><\/a>Pro\u010d je pevn\u00fd podklad d\u016fle\u017eit\u00fd\r\r\r\r\r\n\r\r\r\r\r\nPodkladov\u00fd bari\u00e9rov\u00fd syst\u00e9m je nejcitliv\u011bj\u0161\u00ed sou\u010d\u00e1st syst\u00e9mu skl\u00e1dky, nebo\u0165 mus\u00ed chr\u00e1nit podlo\u017e\u00ed a podzemn\u00ed <\/span>Poh\u013ead <\/a>
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\"Debri<\/a><\/div>
Debri Flow bari\u00e9ry a bari\u00e9ry proti m\u011blk\u00fdm sesuv\u016fm<\/h6><\/a>Zemit\u011b kamenit\u00e9 toky a m\u011blk\u00e9 sesuvy jsou zkapaln\u011bn\u00e9 sesuvy p\u016fdy obsahuj\u00edc\u00ed r\u016fzn\u00e9 materi\u00e1ly od jemn\u00fdch \u010d\u00e1stic a\u017e po velk\u00e9 balvany p\u0159\u00edpadn\u011b v\u011btve strom\u016f<\/span>Poh\u013ead <\/a>
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\"Duny\"<\/a><\/div>
Duny<\/h6><\/a>P\u00edse\u010dn\u00e9 duny nab\u00edzej\u00ed z hlediska stability pob\u0159e\u017e\u00ed v\u00fdznamnou \u00falohu a maj\u00ed obrovskou n\u00e1rodn\u00ed hodnotu. Proto mnoh\u00e9 zem\u011b realizovaly projekty na rekonstr<\/span>Poh\u013ead <\/a>
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\"Dynamick\u00e9<\/a><\/div>
Dynamick\u00e9 bari\u00e9ry<\/h6><\/a>V ur\u010dit\u00fdch p\u0159\u00edpadech pad\u00e1n\u00ed skal nemus\u00ed b\u00fdt z technick\u00e9ho, topografick\u00e9ho nebo ekonomick\u00e9ho hlediska opl\u00e1\u0161t\u011bn\u00ed nebo povrchov\u00e1 stabilizace svah\u016f nejlep<\/span>Poh\u013ead <\/a>
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\"Final<\/a><\/div>
Final Lining<\/h6><\/a>Kone\u010dn\u00e9 oblo\u017een\u00ed je kritick\u00fdm prvkem podzemn\u00ed stavby, kter\u00fd hraje kl\u00ed\u010dovou roli p\u0159i zaji\u0161\u0165ov\u00e1n\u00ed trvanlivosti a pevnosti konstrukce hotov\u00e9 st<\/span>Poh\u013ead <\/a>
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\"Gravita\u010dn\u00ed<\/a><\/div>
Gravita\u010dn\u00ed op\u011brn\u00e9 konstrukce<\/h6><\/a>Na\u0161i odborn\u00edci zohled\u0148uj\u00ed v\u00edce faktor\u016f. Stabilita gravita\u010dn\u00edch op\u011brn\u00fdch konstrukc\u00ed z\u00e1vis\u00ed na spr\u00e1vn\u00e9m spolup\u016fsoben\u00ed gabionov\u00fdch ko\u0161\u016f a jejich v\u00fdpln\u011b, <\/span>Poh\u013ead <\/a>
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\"Hr\u00e1ze,<\/a><\/div>
Hr\u00e1ze, propustky a p\u0159\u00ed\u010dn\u00e9 stavby<\/h6><\/a>P\u0159\u00ed\u010dn\u00e9 stavby se pou\u017e\u00edvaj\u00ed k regulaci vodn\u00edch tok\u016f, kter\u00e9 p\u0159en\u00e1\u0161ej\u00ed pevn\u00e9 \u010d\u00e1stice nebo sedimenty. Tyto stavby br\u00e1n\u00ed toku, m\u011bn\u00ed jeho hydraulick\u00e9 chov\u00e1n<\/span>Poh\u013ead <\/a>
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\"Hydroizolace<\/a><\/div>
Hydroizolace n\u00e1dr\u017e\u00ed, jezer a kan\u00e1l\u016f<\/h6><\/a>Hydroizolace n\u00e1dr\u017e\u00ed, jezer a kan\u00e1l\u016f pln\u00ed mnoho funkc\u00ed, a\u0165 u\u017e jde o vytvo\u0159en\u00ed n\u00e1dr\u017e\u00ed pro zachyt\u00e1v\u00e1n\u00ed de\u0161\u0165ov\u00e9 vody, nebo o zabr\u00e1n\u011bn\u00ed zne\u010di\u0161t\u011bn\u00ed zeminy k<\/span>Poh\u013ead <\/a>
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\"Konsolidace<\/a><\/div>
Konsolidace a vyztu\u017eov\u00e1n\u00ed<\/h6><\/a>P\u0159i podzemn\u00ed v\u00fdstavb\u011b, zejm\u00e9na v n\u00e1ro\u010dn\u00fdch geologick\u00fdch podm\u00ednk\u00e1ch a ve slo\u017eit\u00fdch p\u016fd\u00e1ch, je stabilizace \u010deln\u00edch ploch tunel\u016f velmi d\u016fle\u017eit\u00e1. P<\/span>Poh\u013ead <\/a>
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\"Konsolidace<\/a><\/div>
Konsolidace pomoc\u00ed dren\u00e1\u017en\u00edch syst\u00e9m\u016f<\/h6><\/a>Eroze povrchov\u00fdch vrstev svah\u016f a jejich nestabilita (v d\u016fsledku v\u00fdstavby nebo p\u0159irozenou eroz\u00ed) m\u016f\u017ee b\u00fdt spojena is neefektivn\u00edm odveden\u00edm de\u0161\u0165ov\u00e9 vod<\/span>Poh\u013ead <\/a>
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\"Konstrukce<\/a><\/div>
Konstrukce na ne\u00fanosn\u00e9m podlo\u017e\u00ed<\/h6><\/a>N\u00e1sypy zalo\u017een\u00e9 na soudr\u017en\u00fdch nebo aluvi\u00e1ln\u00edch p\u016fd\u00e1ch mohou kv\u016fli stla\u010diteln\u00e9mu charakteru z\u00e1kladov\u00e9 p\u016fdy konsolidovat.\r\r\r\r\r\nExistuje n\u011bkolik na\u0161ich \u0159<\/span>Poh\u013ead <\/a>
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\"Mo\u0159sk\u00e1<\/a><\/div>
Mo\u0159sk\u00e1 akvakultura<\/h6><\/a>Spole\u010dnost Maccaferri dod\u00e1v\u00e1 na m\u00edru navr\u017een\u00e9 syst\u00e9my mo\u0159sk\u00fdch akvakulturn\u00edch s\u00edt\u00ed, kter\u00e9 jsou p\u0159ipraveny k instalaci na plo\u0161in\u00e1ch a na mo\u0159i.\r\n\r\nSpole<\/span>Poh\u013ead <\/a>
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\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy na pilot\u00e1ch<\/h6><\/a>Existuje mnoho p\u0159\u00edpad\u016f, kdy je t\u0159eba sn\u00ed\u017eit sed\u00e1n\u00ed n\u00e1sypu v d\u016fsledku konsolidace ne\u00fanosn\u00e9ho podlo\u017e\u00ed. Nap\u0159\u00edklad:\r\r\r\r\r\n – Hrub\u00e9 vrstvy ne\u00fanosn\u00e9ho podlo\u017e<\/span>Poh\u013ead <\/a>
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\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy nad dutinami<\/h6><\/a>Ochrana proti pokles\u016fm \u00fazem\u00ed. Vysokopevnostn\u00ed geom\u0159\u00ed\u017ee a geotextilie se \u010dasto pou\u017e\u00edvaj\u00ed v oblastech, kde je riziko poklesu \u00fazem\u00ed po t\u011b\u017eb\u011b, nebo v obla<\/span>Poh\u013ead <\/a>
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\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy proti pad\u00e1n\u00ed skal<\/h6><\/a>N\u00e1sypy na ochranu proti padaj\u00edc\u00edm skal\u00e1m jsou pasivn\u00ed syst\u00e9my a jsou ide\u00e1ln\u00edm \u0159e\u0161en\u00edm tam, kdy nen\u00ed mo\u017en\u00e9 instalovat syst\u00e9my opl\u00e1\u0161t\u011bn\u00ed skal, nap\u0159\u00edklad<\/span>Poh\u013ead <\/a>
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\"Ochrana<\/a><\/div>
Ochrana liniov\u00fdch vodohospod\u00e1\u0159sk\u00fdch staveb<\/h6><\/a>Ochrana liniov\u00fdch vodohospod\u00e1\u0159sk\u00fdch staveb jsou vodn\u00ed stavby, kter\u00e9 jsou rovnob\u011b\u017en\u00e9 s tokem \u0159eky. Tyto stavby jsou \u010dasto postaveny na st\u00e1vaj\u00edc\u00edch p\u0159\u00edr<\/span>Poh\u013ead <\/a>
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\"Ochrana<\/a><\/div>
Ochrana potrub\u00ed<\/h6><\/a>Od roku 1981 poskytujeme in\u017een\u00fdrsk\u00e1 \u0159e\u0161en\u00ed pro ochranu, kotven\u00ed, balastov\u00e1n\u00ed a stabilizaci podmo\u0159sk\u00fdch potrub\u00ed a veden\u00ed. Um\u00edme nab\u00eddnout flexibiln\u00ed pl<\/span>Poh\u013ead <\/a>
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\"Ochrana<\/a><\/div>
Ochrana svah\u016f<\/h6><\/a>V\u0161echny p\u0159\u00edrodn\u00ed svahy jsou vystaveny neust\u00e1l\u00fdm erozn\u00edm sil\u00e1m. Bez ohledu na to, zda byl svah v minulosti vytvo\u0159en jako sou\u010d\u00e1st nov\u00e9 v\u00fdstavby, nebo je<\/span>Poh\u013ead <\/a>
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\"Odvodn\u011bn\u00ed<\/a><\/div>
Odvodn\u011bn\u00ed podlo\u017e\u00ed a chodn\u00edk\u016f<\/h6><\/a>Zlep\u0161ov\u00e1n\u00ed stavu p\u016fdy plo\u0161nou a horizont\u00e1ln\u00ed dren\u00e1\u017e\u00ed. Plo\u0161n\u00e1 a horizont\u00e1ln\u00ed dren\u00e1\u017e p\u0159edstavuje \u00fa\u010dinnou metodu zpevn\u011bn\u00ed nedostate\u010dn\u011b \u00fanosn\u00e9ho podlo\u017e\u00ed v<\/span>Poh\u013ead <\/a>
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\"Odvod\u0148ov\u00e1n\u00ed<\/a><\/div>
Odvod\u0148ov\u00e1n\u00ed skl\u00e1dek<\/h6><\/a>Probl\u00e9my s kapaln\u00fdm odpadem\r\r\r\r\r\n\r\r\r\r\r\nLikvidace kapaln\u00fdch odpadn\u00edch l\u00e1tek je drah\u00e1 a n\u00e1ro\u010dn\u00e1 na dopravu a m\u016f\u017ee v\u00e9st k dal\u0161\u00ed kontaminaci prost\u0159ed\u00ed.\r\r\r<\/span>Poh\u013ead <\/a>
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\"Plo\u0161n\u00e1<\/a><\/div>
Plo\u0161n\u00e1 a horizont\u00e1ln\u00ed dren\u00e1\u017e<\/h6><\/a>Pro\u010d je pevn\u00fd podklad d\u016fle\u017eit\u00fd\r\r\r\r\r\n\r\r\r\r\r\nPodkladov\u00fd bari\u00e9rov\u00fd syst\u00e9m je nejcitliv\u011bj\u0161\u00ed sou\u010d\u00e1st syst\u00e9mu skl\u00e1dky, nebo\u0165 mus\u00ed chr\u00e1nit podlo\u017e\u00ed a podzemn\u00ed <\/span>Poh\u013ead <\/a>
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\"Povrchov\u00e1<\/a><\/div>
Povrchov\u00e1 stabilizace<\/h6><\/a>N\u011bkter\u00e9 skaln\u00ed svahy maj\u00ed nestabiln\u00ed povrchovou vrstvu, kter\u00e1 \u010dasto vy\u017eaduje dodate\u010dnou stabilizaci. Nab\u00edz\u00edme celou \u0159adu syst\u00e9m\u016f pro zaji\u0161t\u011bn\u00ed povrcho<\/span>Poh\u013ead <\/a>
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\"Prim\u00e1rn\u00ed<\/a><\/div>
Prim\u00e1rn\u00ed ost\u011bn\u00ed<\/h6><\/a>V\u00fdznamn\u00fdm technologick\u00fdm pokrokem v tomto procesu je p\u0159echod od ru\u010dn\u00ed pr\u00e1ce k automatizaci p\u0159i instalaci tunelov\u00fdch \u017eeber. Tato evoluce nejen <\/span>Poh\u013ead <\/a>
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\"P\u0159\u00edstavy<\/a><\/div>
P\u0159\u00edstavy a mola<\/h6><\/a>P\u0159\u00edstavy a mola lze realizovat a chr\u00e1nit p\u0159ed eroz\u00ed pomoc\u00ed na\u0161ich technick\u00fdch \u0159e\u0161en\u00ed. Men\u0161\u00ed p\u0159\u00edstavy a turistick\u00e9 p\u0159\u00edstavy ji\u017e historicky pou\u017e\u00edvaj\u00ed kv<\/span>Poh\u013ead <\/a>
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\"Protihlukov\u00e9<\/a><\/div>
Protihlukov\u00e9 st\u011bny<\/h6><\/a>Protihlukov\u00e9 bari\u00e9ry slou\u017e\u00ed na minimalizov\u00e1n\u00ed p\u0159en\u00e1\u0161en\u00ed \u0161kodliv\u00e9ho hluku z jednoho m\u00edsta na jin\u00e9. P\u0159edpisy upravuj\u00edc\u00ed minimalizaci ekologick\u00e9ho vlivu <\/span>Poh\u013ead <\/a>
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\"Seawalls<\/a><\/div>
Seawalls and Shoreline Structures<\/h6><\/a> Seawalls and shoreline structures are built to protect infrastructure like cities, roads, highways, railway lines and industrial installations f<\/span>Poh\u013ead <\/a>
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\"S\u00edt\u011b<\/a><\/div>
S\u00edt\u011b proti pred\u00e1tor\u016fm<\/h6><\/a>Spole\u010dnost Maccaferri dod\u00e1v\u00e1 na m\u00edru navr\u017een\u00e9 s\u00edt\u011b proti pred\u00e1tor\u016fm, kter\u00e9 jsou p\u0159ipraveny k fin\u00e1ln\u00ed mont\u00e1\u017ei na ryb\u00ed farm\u011b.\r\n\r\nS\u00edt\u011b proti pred\u00e1tor\u016fm K<\/span>Poh\u013ead <\/a>
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\"S\u00ed\u0165ov\u00e9<\/a><\/div>
S\u00ed\u0165ov\u00e9 ko\u0161e na ryb\u00ed farmy<\/h6><\/a>Maccaferri dod\u00e1v\u00e1 na zak\u00e1zku navr\u017een\u00e9 prefabrikovan\u00e9 s\u00ed\u0165ovan\u00e9 ko\u0161e pro ryb\u00ed farmy. \r\n\r\nS\u00ed\u0165ovan\u00e9 ko\u0161e KikkoNet jsou vyr\u00e1b\u011bny podle specifikace z\u00e1kazn\u00edk<\/span>Poh\u013ead <\/a>
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\"Sn\u011bhov\u00e9<\/a><\/div>
Sn\u011bhov\u00e9 z\u00e1brany a ochrana proti lavin\u00e1m<\/h6><\/a>Obyvatel\u00e9 horsk\u00fdch oblast\u00ed ve sn\u011bhov\u00fdch z\u00f3n\u00e1ch byli v\u017edy posti\u017eeni rizikem lavin. Odles\u0148ov\u00e1n\u00ed a rozvoj turismu v t\u011bchto regionech vedly k redukci p\u0159\u00edr<\/span>Poh\u013ead <\/a>
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\"Soil<\/a><\/div>
Soil Nailing<\/h6><\/a>Soil Nailing – h\u0159eb\u00edkov\u00e1n\u00ed je technologie, kter\u00e1 se d\u00e1 pou\u017e\u00edt bu\u010f na p\u0159\u00edrodn\u00edch nebo upraven\u00fdch svaz\u00edch a spo\u010d\u00edv\u00e1 v instalaci h\u0159eb\u00edk\u016f na zpevn\u011bn\u00ed svah<\/span>Poh\u013ead <\/a>
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\"Svisl\u00e9<\/a><\/div>
Svisl\u00e9 vyztu\u017een\u00e9 horninov\u00e9 konstrukce s betonov\u00fdm l\u00edcem<\/h6><\/a>Situace, kter\u00e9 vy\u017eaduj\u00ed na\u0161e cenov\u011b v\u00fdhodn\u00e1 konstruk\u010dn\u00ed \u0159e\u0161en\u00ed. V poloh\u00e1ch, kde je pro v\u00fdstavbu voln\u00fd jen \u00fazk\u00fd stavebn\u00ed koridor, p\u0159\u00edpadn\u011b v m\u011bstsk\u00fdch <\/span>Poh\u013ead <\/a>
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\"\u00daprava<\/a><\/div>
\u00daprava vodn\u00edch tok\u016f<\/h6><\/a>Na b\u0159ehy a v p\u0159\u00edpad\u011b pot\u0159eby i na dno koryta vodn\u00edch tok\u016f se \u010dasto aplikuje ochrann\u00e1 bari\u00e9ra, aby se zachovala dlouhodob\u00e1 funk\u010dnost toku. Bez ochrany <\/span>Poh\u013ead <\/a>
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\"Usm\u011br\u0148ovac\u00ed<\/a><\/div>
Usm\u011br\u0148ovac\u00ed bari\u00e9ry – Attenuator bari\u00e9ry<\/h6><\/a>Syst\u00e9my usm\u011br\u0148ovac\u00edch bari\u00e9r se pou\u017e\u00edvaj\u00ed na svaz\u00edch, kde je pod bari\u00e9rou k dispozici dostate\u010dn\u00fd prostor, na kter\u00e9m se sk\u00e1ly mohou nakonec zastavit ne<\/span>Poh\u013ead <\/a>
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\"Uzav\u00edr\u00e1n\u00ed<\/a><\/div>
Uzav\u00edr\u00e1n\u00ed skl\u00e1dek odpad\u016f<\/h6><\/a>P\u0159ekryt\u00ed nebo instalace povrchov\u00e9 bari\u00e9ry je d\u016fle\u017eitou sou\u010d\u00e1st\u00ed procesu ut\u011bsn\u011bn\u00ed (nebo p\u0159ekryt\u00ed) skl\u00e1dky odpad\u016f, kontaminovan\u00e9ho dolu nebo zem\u011bd\u011blsk\u00e9 <\/span>Poh\u013ead <\/a>
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\"Vertik\u00e1ln\u00ed<\/a><\/div>
Vertik\u00e1ln\u00ed dren\u00e1\u017e<\/h6><\/a>Hospoda\u0159en\u00ed s vodou ze stekaj\u00edc\u00ed vody nebo z mokr\u00e9ho povrchu v ter\u00e9nu je jedn\u00edm z v\u00fdznamn\u00fdch aspekt\u016f ovliv\u0148uj\u00edc\u00edch \u017eivotnost stavby.”\r\r\r\r\r\nV\u00fdznam \u0159\u00edze<\/span>Poh\u013ead <\/a>
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\"Vlnolamy<\/a><\/div>
Vlnolamy a v\u00fdhony<\/h6><\/a>Vlnolamy mohou b\u00fdt um\u00edst\u011bny p\u0159\u00edmo na mo\u0159i nebo na pob\u0159e\u017e\u00ed a obvykle chr\u00e1n\u00ed p\u0159\u00edmo\u0159skou infrastrukturu p\u0159ed vlnami a mo\u0159sk\u00fdmi proudy. Vlnolam rozptyluje<\/span>Poh\u013ead <\/a>
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\"Vyztu\u017een\u00e9<\/a><\/div>
Vyztu\u017een\u00e9 horninov\u00e9 konstrukce a vyztu\u017eov\u00e1n\u00ed zemn\u00edch svah\u016f<\/h6><\/a>Probl\u00e9my p\u0159i \u00faprav\u011b svah\u016f. Zm\u011bna sklon\u016f n\u00e1syp\u016f nad r\u00e1mec p\u0159irozen\u00e9ho \u00fahlu vnit\u0159n\u00edho t\u0159en\u00ed m\u016f\u017ee v\u00e9st k naru\u0161en\u00ed stability svah\u016f. Tato situace m\u016f\u017ee nast<\/span>Poh\u013ead <\/a>
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\"Vyztu\u017eov\u00e1n\u00ed<\/a><\/div>
Vyztu\u017eov\u00e1n\u00ed asfaltov\u00fdch vozovek<\/h6><\/a>Zv\u00fd\u0161en\u00e9 nam\u00e1h\u00e1n\u00ed silnic. Silniceza\u017e\u00edvaj\u00ed neb\u00fdval\u00e9 zat\u00ed\u017een\u00ed \u2013 rostouc\u00ed intenzita dopravy a sni\u017eov\u00e1n\u00ed v\u00fddaj\u016f na \u00fadr\u017ebu.\r\r\r\r\r\nJednoduch\u00e9 odfr\u00e9zov\u00e1n\u00ed prob<\/span>Poh\u013ead <\/a>
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\"Vyztu\u017eov\u00e1n\u00ed<\/a><\/div>
Vyztu\u017eov\u00e1n\u00ed okrajov\u00e9 p\u016fdy a skl\u00e1dek odpadu<\/h6><\/a>Maximalizov\u00e1n\u00ed objem\u016f uskladn\u011bn\u00e9ho odpadu na m\u00edstech s hust\u00fdm os\u00eddlen\u00edm\r\r\r\r\r\n\u201eS n\u00e1r\u016fstem sv\u011btov\u00e9 populace lidstvo produkuje st\u00e1le v\u011bt\u0161\u00ed mno\u017estv\u00ed odpad<\/span>Poh\u013ead <\/a>
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\"Z\u00e1vojov\u00e9<\/a><\/div>
Z\u00e1vojov\u00e9 opl\u00e1\u0161t\u011bn\u00ed<\/h6><\/a>Opl\u00e1\u0161t\u011bn\u00ed skal se prov\u00e1d\u00ed za \u00fa\u010delem zachycen\u00ed uvoln\u011bn\u00fdch nebo opadaj\u00edc\u00edch skal. Pad\u00e1n\u00ed skal m\u016f\u017ee p\u0159edstavovat v\u00e1\u017en\u00e9 nebezpe\u010d\u00ed pro infrastrukturu nebo <\/span>Poh\u013ead <\/a>
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\"Zvy\u0161ov\u00e1n\u00ed<\/a><\/div>
Zvy\u0161ov\u00e1n\u00ed \u00fanosnosti podlo\u017e\u00ed<\/h6><\/a>Probl\u00e9my spojen\u00e9 se silnicemi a kolejov\u00fdmi lo\u017ei z nestmelen\u00fdch vrstev. Podkladn\u00ed vrstvy p\u0159\u00edstupov\u00e9 komunikace vybudovan\u00e9 z nestmelen\u00fdch materi\u00e1l\u016f moho<\/span>Poh\u013ead <\/a>
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