Flexislope Soil Slope Analysis

100+
Okudawunilodiwe
Isilinganiselwa sokuqukethwe
I-PEGI engu-3
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini
Isithombe sesithombe-skrini

Mayelana nalolu hlelo lokusebenza

Ukuhlaziywa kokuzinza kwe-FlexiSlope kusebenzisa indlela emile noma eguquguqukayo, ehlaziyayo noma engokomfanekiso ukuze kuhlolwe ukuzinza komhlaba namadamu agcwalisa amadwala, imiphetho, imithambeka embiwe, kanye nemithambeka yemvelo enhlabathini nasemadwaleni. Ukuzinza kweslope kubhekisela esimweni senhlabathi ethambekele noma yemithambeka yamadwala ukuze imelane noma inyakaze. Isimo sokuzinza semithambeka siyisihloko socwaningo kanye nocwaningo kumakhenikha womhlabathi, ubunjiniyela be-geotechnical kanye ne-geology yobunjiniyela. Ukuhlaziya ngokuvamile kuhloselwe ukuqonda izimbangela zokwehluleka kwemithambeka okwenzeke, noma izici ezingase zibangele umnyakazo wemithambeka, okuholela ekubhidlikeni komhlaba, kanye nokuvimbela ukuqaliswa kwalowo mnyakazo, ukukunembezisa noma ukukubopha ngezinyathelo zokunciphisa. .
Kubuyekezwe ngo-
Mas 10, 2023

Ukuphepha kwedatha

Ukuphepha kuqala ngokuqonda ukuthi onjiniyela baqoqa futhi babelane kanjani ngedatha yakho. Ubumfihlo bedatha nezinqubo zokuphepha zingahluka kuye ngokusebenzisa kwakho, isifunda, nobudala. Unjiniyela unikeze lolu lwazi futhi angalubuyekeza ngokuhamba kwesikhathi.
Ayikho idatha eyabiwe nezinkampani zangaphandle
Funda kabanzi mayelana nendlela onjiniyela abaveza ngayo ukwabelana
Ayikho idatha eqoqiwe
Funda kabanzi mayelana nokuthi onjiniyela bakuveza kanjani ukuqoqwa

Yini entsha

Graphical Analysis
Factor of Safety
Comparison of Methods
Save Analysis