Uphawu lwemveliso
Ukuthintela ukuxutywa kwesanti kunye nelitye, umhlaba kunye nekhonkrithi;
Ukungena komoya okulungileyo kunye nokungena kwamanzi, ukunciphisa ngokufanelekileyo ukukhukuliseka kwesanti;
Amandla okuqina kunye nokumelana nokuguqulwa kwe-geotextiles kunokonyusa uzinzo lwezakhiwo.
Umzekelo weprojekthi | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 | 600 | 800 | Amagqabantshintshi | |||||
Umahluko wobunzima kwindawo yeyunithi ,% | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 | -6 | -6 |
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Ukutyeba,mm >= | 0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 3.5 | 4.2 | 5.3 | 7.6 | 10.0 | 14.2 |
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Ukutenxa kububanzi,% | -0.5 | ||||||||||||||||
Amandla okwaphula,KN/m >= | 2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 11.0 | 12.5 | 14.0 | 16.0 | 19.0 | 25.0 | I-Longitudinal Transverse | |||||
Ukwandiswa ngexesha lekhefu,% | 25-100 | ||||||||||||||||
Uvavanyo lwe-CBR,KN >= | 0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 1.8 | 2.1 | 2.4 | 2.7 | 3.2 | 4.0 |
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Ubungakanani obulinganayo bokuvula (EOS) O90,mm | 0.07~0.2 | ||||||||||||||||
I-Coefficient of permeability ethe nkqo.cm/s | K×(10-1~10-3) | ||||||||||||||||
Amandla okukrazula,KN >= | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 | 0.46 | 0.60 | I-Longitudinal Transverse |
Ukupakishwa kunye nokuthutha kuya kuguqulwa ngokuguquguqukayo kwiimfuno zabathengi.
sizimisele ukukunceda ukusombulula ingxaki.
1.Sinokubonelela ngesampulu yasimahla yefektri efanayo kunye nentlawulo yokuhambisa ecaleni kwakho
2.Singenza isampuli kunye nesiphakamiso sakho soyilo kwi-cost.we yakho sinokubonelela ngoxwebhu oluhambelanayo lokusika ukuze uyisebenzise ukuyila kwangaphambili.
I-3.Isampuli inokulungela kanye emva kokuba sixoxe ngeenkcukacha zokucubungula kwaye siqinisekise intlawulo yakho kuyo kwiintsuku ze-4-7 zomsebenzi.inokuba yongezwa kwezinye ezikhethekileyo okanye ezinzima.