Add to ORKGRock excavation for a 7,200-square-meter building site in Saudi Arabia intercepted a large cavity underlying approximately half the site. Relocation was impossible; therefore, a grouting program was selected to modify the site to accept the allowable design load of 2.1 mega pascals. Due to the extreme depth of the cavity, the modification was limited to a depth of 25 meters under the building
The excavation of the 21,300 foot long, 32.33 foot diameter Crosstown Phase I Tunnel was completed b...
The paper describes the behaviour of the perimeter wall of a very large excavation in saturated sand...
The US Army required construction of a 2,787.1 square meters (30,000 sf) maintenance facility suppor...
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experi...
The sub-surface geology of the Project Site, in at least six out of a total of eight Zones, are char...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
The development of a site for a power plant was complicated by the presence of pinnacled karst bedro...
Due to regulations requiring provision of car park in the typical multi-story buildings in the urban...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
Ground expansion and finally sliding occurred in one corner of the 25 m deep open excavation for the...
In the observational method, gaps in the available information are filled by observations. Such obse...
Varahi river in Karnataka State, India originates on the Western Ghats and is harnessed for power ge...
Cavity collapse and settlement due to the presence of shallow solution cavities cause significant ge...
An 18-story reinforced concrete building under construction in South Florida reached 16th floor leve...
Expansions at the Washington-Dulles International Airport since 1999 have required extensive vertica...
The excavation of the 21,300 foot long, 32.33 foot diameter Crosstown Phase I Tunnel was completed b...
The paper describes the behaviour of the perimeter wall of a very large excavation in saturated sand...
The US Army required construction of a 2,787.1 square meters (30,000 sf) maintenance facility suppor...
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experi...
The sub-surface geology of the Project Site, in at least six out of a total of eight Zones, are char...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
The development of a site for a power plant was complicated by the presence of pinnacled karst bedro...
Due to regulations requiring provision of car park in the typical multi-story buildings in the urban...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
Ground expansion and finally sliding occurred in one corner of the 25 m deep open excavation for the...
In the observational method, gaps in the available information are filled by observations. Such obse...
Varahi river in Karnataka State, India originates on the Western Ghats and is harnessed for power ge...
Cavity collapse and settlement due to the presence of shallow solution cavities cause significant ge...
An 18-story reinforced concrete building under construction in South Florida reached 16th floor leve...
Expansions at the Washington-Dulles International Airport since 1999 have required extensive vertica...
The excavation of the 21,300 foot long, 32.33 foot diameter Crosstown Phase I Tunnel was completed b...
The paper describes the behaviour of the perimeter wall of a very large excavation in saturated sand...
The US Army required construction of a 2,787.1 square meters (30,000 sf) maintenance facility suppor...