by consolidation and decomposition of landfill material (passive) caused byunderlying soil Settlement
by consolidation and decomposition of landfill material Landfill gas movement and emission(passive) caused byunderlying soil Settlement
by soil excavation(passive) caused byThe ground settlement
The new tunnelcausedground settlement
Inadequate support pressuremay causeground settlement
by ground disturbance and ground loss(passive) caused byground settlement
by the earth pressure shield construction(passive) caused bythe ground settlement
by underground construction(passive) caused byground settlement
by the project(passive) caused byground settlement
by construction(passive) caused bysettlement of ground
by construction(passive) caused byground settlement
construction(passive) caused byground settlement
by leaking water(passive) caused byground settlement
leaking water(passive) caused byground settlement
the soft soil ... likelyto resultin settlement of the soil
by combined influence of excavation(passive) caused byGround settlement
by underground engineering excavation(passive) caused byground settlement
by combined influence of excavation and dewatering in sand area(passive) caused byGround settlement
by water pumping(passive) caused byGround settlement
by shield construction(passive) caused byground settlement
by the tunnel excavation(passive) caused byground settlement
by excavation(passive) caused byGround settlement
by Excavation and (passive) Caused byGround Settlement
by dewatering according to the soil settlement mechanism of dewatering(passive) caused bythe settlement of surrounding soils
by groundwater(passive) caused byground settlement
by construction work at Tottenham Court Road station(passive) caused byground settlement
construction work at Tottenham Court Road station(passive) caused byground settlement
by liquefaction(passive) caused byground settlement
liquefaction(passive) caused byGround settlement
ed concrete weightwill causesettlement of the ground
negative skin friction on the perimeter area of the deep foundation that can increase the end - bearing load , which results in an mercase in settlement of the foundationcan causenegative skin friction on the perimeter area of the deep foundation that can increase the end - bearing load , which results in an mercase in settlement of the foundation
to severe topsoil erosion , which carried the sclerotia to the sealedto severe topsoil erosion , which carried the sclerotia to the sea
foundation problems which then leads to cracks on the structurecausesfoundation problems which then leads to cracks on the structure