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Hello.. i recently deal with foundation of shunt reactor (type air insulated reactor) equipment. The requirement state that there is not allowed any metal in range 4540 mm any direction. If the shunt reactor equipment can not be elevated by something like column structure as vertical support...

Hi everyone, this is the first time i use plaxis to analyse MSE Wall.. if i look at the toolbar, the reinforcement only available "geogrid", and if i open the properties material of geogrid on plaxis, there is only elastic (i can only adjust value for EA, if needed) and elastoplastic (i can...

Hi everyone, this is the first time i use plaxis to analyse MSE Wall (Mechanically Stabilized Earth Wall).. if i look at the toolbar, the reinforcement only available "geogrid", and if i open the properties material of geogrid on plaxis, there is only elastic (i can only adjust value for EA...

Does anyone ever use MSEW 3.0? where should i find the tutorial/walktrough? Can Strand7 use to analysed MSE Structure?

what will you do if found pedestal with top concrete cover say about 120 mm (while the design state that concrete cover 50mm) ? This condition raise after do core drill to take a sample..

i have a problem with manual analyse of MSE stability due to slope failure. The MSE wall has 11.75 m height with soil reinforcement using geogrid (vertical dist 50 cm) as attached sketch.. analyse using AASHTO LRFD with strength load combination (1.35 EV; 1.5 EH and 1.75 LS) also An abutment...

does anyone know / heard about DCP tool with a flat cone ? what codes, that support about this ?

Hi Everyone, I have conveyor foundation with 75 KPa structure bearing pressure (deliberate designed with less structure bearing pressure), it will stand on the embankment mining soil which is backfill and compaction not follow common procedure (backfill and compaction should be 25cm per layer...

Dear All, I have conveyor foundation with 75 KPa structure bearing pressure (deliberate designed with less structure bearing pressure), it will stand on the embankment mining soil which is backfill and compaction not follow common procedure (backfill and compaction should be 25cm per layer, but...

Hi everyone, i have a confuse while checking foundation analyse made by our consultant.. the foundation will be construct above sand layer, is there any adhesion between concrete and sand? if i'm not wrong, adhesion only consider when foundation support by cohessive soil.. Some engineer...